subject:(Road pavement)

Vilnius Gediminas Technical University

1. Mučinis, Darjušas. Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas.

Degree: Dissertation, Civil Enginering, 2012, Vilnius Gediminas Technical University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120202_170825-90092 ;

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Disertacijos tikslas – pateikti moksliškai pagrįstą komponentų sąveikos dinamikos modelį ir jos rezultatus, leidžiančius projektuoti bei gaminti kokybiškus karštai maišytus asfalto mišinius su Lietuvos kelių… (more)

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Disertacijos tikslas – pateikti moksliškai pagrįstą komponentų sąveikos dinamikos modelį ir jos rezultatus, leidžiančius projektuoti bei gaminti kokybiškus karštai maišytus asfalto mišinius su Lietuvos kelių dangoms naudoto asfalto granulėmis. Disertacijoje sprendžiami šie pagrindiniai uždaviniai: − Atlikti paiešką, surinkti, dalykiškai susisteminti ir išanalizuoti mokslo darbus, kuriuose tiriama: asfaltinės dangos irties veiksniai ir jų įtaka naudotam asfaltui; senų ir naujų medžiagų sąveika; regeneruoto asfalto mišinio savybės; regeneravimo proceso technologijos. − Sumodeliuoti naudoto asfalto homogeniškumą lemiančius veiksnius. − Sumodeliuoti dviejų rūšių sumaišyto bitumo ar kitos atnaujinančiosios medžiagos teorinę klampą ir seno bei naujo bitumų maišymosi dėl difuzijos dvisluoksnėje plėvelėje dinamiką. − Pateikti susistemintus asfaltinės dangos regeneravimo principus. − Surinkti duomenis apie Lietuvoje išgaunamo naudoto asfalto kiekių dinamiką bėgant metams. − Ištyrinėti Lietuvos keliuose ir miesto gatvėse frezuoto bei išlaužto ir sutrupinto naudoto asfalto granulių komponentines sudėtis ir savybes. − Nustatyti pridedamo atnaujinančio bitumo rūšies ir procentinio kiekio įtaką regeneruoto karštai maišyto asfalto (KMA) mišinio fiziniams ir mechaniniams Maršalo rodikliams, taip pat regeneruoto suminio bitumo savybėms. − Nustatyti su skirtingu kiekiu naudoto asfalto granulėmis regeneruoto KMA mišinio atsparumą vėžių susidarymui. − Pateikti naujus deterministinio ir... [toliau žr. visą tekstą]

The purpose of the dissertation is to provide a science-based model of the interaction dynamics among the components and the results of this interaction, which shall help to design and to produce high quality hot-mix asphalt mixtures with granules of recycled asphalt pavement of Lithuanian roads. The main objectives of the dissertation: – To conduct the research, to collect, systemized and analyzed scientific works discussing the factors of asphalt pavement distresses and their influence on the performance of recycled asphalt, the interaction between old and virgin materials, the properties of recycled asphalt pavement mixture, and the recycling process technologies. – To model the factors determining the homogeneity of recycled asphalt pavement. – To model the theoretical viscosity for two types of blended bitumen or for another rejuvenator, and the dynamics of old and virgin bitumen mixing due to the diffusion process occurring in the two-layer film. – To provide systemized principles of asphalt pavement recycling. – To collect the data to show the dynamics of the amount of recycled asphalt pavement used in Lithuanian over the years. – To study the component composition and properties of granules of milled, broken and crushed recycled asphalt taken from Lithuanian roads and city streets. – To determine the influence of rejuvenating bitumen type and its percentage amount on physical and mechanical Marshall Parameters of recycled hot-mix asphalt mixture and on the properties... [to full text]

Advisors/Committee Members: Čygas, Donatas (Doctoral dissertation supervisor), Sivilevičius, Henrikas (Doctoral dissertation advisor), Zavadskas, Edmundas Kazimieras (Doctoral dissertation committee chair), Bazaras, Žilvinas (Doctoral dissertation committee member), Laurinavičius, Alfredas (Doctoral dissertation committee member), Stankevičius, Vytautas (Doctoral dissertation committee member), Vaitkus, Audrius (Doctoral dissertation committee member), Gailius, Albinas (Doctoral dissertation opponent), Miškinis, Dainius (Doctoral dissertation opponent).

Subjects/Keywords: Regeneruoto; Asfalto; Dangos; Recycled; Road; Pavement

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APA (6^th Edition):

Mučinis, Darjušas. (2012). Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120202_170825-90092 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16^th Edition):

Mučinis, Darjušas. “Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas.” 2012. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed February 28, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120202_170825-90092 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7^th Edition):

Mučinis, Darjušas. “Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas.” 2012. Web. 28 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Mučinis, Darjušas. Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2012. [cited 2021 Feb 28]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120202_170825-90092 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Mučinis, Darjušas. Karštai regeneruoto asfalto mišinio komponentų sąveikos modeliavimas ir jo naudojimo kelių dangos konstrukcijoje tyrimas. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2012. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120202_170825-90092 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

University of Waterloo

2. Mak, Alan Tin Lun. Modular Road Plate System.

Degree: 2013, University of Waterloo

URL: http://hdl.handle.net/10012/7193

► Concrete and asphalt are the most common materials used in permanent roadway pavements. Roadways are also constructed for temporary use in the resource industry, for… (more)

▼ Concrete and asphalt are the most common materials used in permanent roadway pavements. Roadways are also constructed for temporary use in the resource industry, for remote site construction, and for disaster relief. Although temporary roads have been used for almost as long as permanent ones, little research has been done to optimize their design in view of their relatively short service lives or to investigate the advantages of constructing them with reusable materials or employing structural systems that require minimal subgrade preparation. With this in mind, the purpose of this study is to conduct research to determine the feasibility of a reusable, modular road plate system requiring minimal preparation of the subgrade. This thesis presents a literature review, summarizing the currently available products that perform a similar function and the methods currently available to design such products, including terramechanics and foundation design. Alternative concept designs for a modular road plate system are then introduced. Following this, a simple structural steel plate system is designed to resist vertical, traffic-induced loads using several methods. Specifically, an equivalent thickness method and finite element (FE) analysis are employed. Different loading conditions, soil conditions, and plate assemblies (i.e. boundary conditions) are compared. The different loading conditions include: single and multi-wheel loading, and centre versus edge loading of the plate. The different modelled plate assemblies include: single plates, four plates assembled with fixed connections, and four plates assembled with hinged connections. Structural steel plates are considered in the FE analysis study, in order to develop the design methodology, prior to applying it to the other materials or structural systems. Soil properties and panel thicknesses are studied covering a broad range of conditions under which temporary roadways may be built. Thirty scenarios are created from five soil types and six panel thicknesses. With the different loading and boundary conditions investigated, a total of 120 scenarios are analyzed in total, using several different FE models. The results from the FE analysis studies show that there is a significant difference between hinged and fixed connected panels, and that these different boundary conditions can be considered by modelling a single plate that is centre loaded (to represent a multi-plate system with fixed plate connections) or a single plate that is edge loaded (to represent a multi-plate system with hinged plate connections). The results of this research in general provide a practical framework for developing a modular road plate system constructed using any material or structural system under a range of soil and loading conditions.

Subjects/Keywords: pavement; road; mechanistic; finite element; abaqus

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APA (6^th Edition):

Mak, A. T. L. (2013). Modular Road Plate System. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7193

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Mak, Alan Tin Lun. “Modular Road Plate System.” 2013. Thesis, University of Waterloo. Accessed February 28, 2021. http://hdl.handle.net/10012/7193.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Mak, Alan Tin Lun. “Modular Road Plate System.” 2013. Web. 28 Feb 2021.

Vancouver:

Mak ATL. Modular Road Plate System. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10012/7193.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mak ATL. Modular Road Plate System. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7193

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Universidade do Rio Grande do Sul

3. Mattos, João Rodrigo Guerreiro. Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS.

Degree: 2009, Universidade do Rio Grande do Sul

URL: http://hdl.handle.net/10183/30215

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A aderência pneu-pavimento é um dos parâmetros mais importantes da segurança viária e deve ser avaliada em duas escalas: microtextura e macrotextura. As medidas de… (more)

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A aderência pneu-pavimento é um dos parâmetros mais importantes da segurança viária e deve ser avaliada em duas escalas: microtextura e macrotextura. As medidas de textura da superfície de pavimentos podem ser obtidas por diversos equipamentos, sendo que os mais difundidos são o Pêndulo Britânico e a Mancha de Areia. Dessa forma, esta pesquisa pretende utilizar esses dois equipamentos para verificar o comportamento da textura em função do tempo/tráfego para diferentes tipos de revestimentos. Para tanto, foram realizados levantamentos dos valores de micro e macrotextura em pavimentos da rodovia BR-290/RS, trecho Osório-Porto Alegre, com uma freqüência aproximadamente mensal durante um período inferior a um ano. Com base nos dados coletados, foi possível desenvolver tendências de desempenho da micro e macrotextura para pavimentos flexíveis e rígidos dessa rodovia. Os modelos propostos para a estimativa da textura podem ser usados como ferramentas auxiliares no Sistema de Gerência de Pavimentos (SGP), prevendo o momento oportuno para intervenções na superfície dos pavimentos de modo a garantir a segurança dos usuários. Após a análise dos resultados, constatou-se que, no geral, os pontos de monitoração da rodovia BR- 290/RS apresentam boas condições de aderência pneu-pavimento quando avaliados pelo International Friction Index (IFI), que é um índice representativo da combinação entre a macro e microtextura do pavimento. Além dos modelos para estimativa da textura, desenvolveu-se nesta pesquisa um modelo de correlação entre os resultados dos ensaios de Mancha de Areia e de Drenabilidade, possibilitando, assim, a estimativa do IFI através do valor da vazão de água na superfície do pavimento.

Tire-road friction is one of the most important parameters regarding the safety of vehicles under slippery road conditions. Road surface texture is currently evaluated using several devices. In Brazil, the British Pendulum and the sand-patch method are most frequently used to measure microtexture and macrotexture, respectively. They were used in the research reported in this dissertation that aimed at verifying texture evolution with time/traffic on different types of pavement wearing courses. Thus, micro and macrotexture values were monthly measured in surveys carried out during one year in Brazilian Federal Road BR- 290/RS. Collected data allowed defining performance trends regarding micro and macrotexture of asphalt and Portland Cement Concrete (PCC) pavements. The models here proposed might be used as auxiliary tools in Pavement Management Systems (PMS) to estimate the time when a given rehabilitation action is necessary to assure vehicle and drivers safety. Results analysis showed that the surveyed pavements present adequate tire-road friction, when evaluated by the International Friction Index (IFI) which combines pavements macro and microtexture. In addition, a model relating results of the sand-patch method to drainability results is proposed. Such model allows the estimation of the IFI based on values of water inflow…

Advisors/Committee Members: Nunez, Washington Peres.

Subjects/Keywords: Rodovias; Tire-road friction; Pavimentação; Road safety; Pavement management; Segurança viária

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APA (6^th Edition):

Mattos, J. R. G. (2009). Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/30215

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Mattos, João Rodrigo Guerreiro. “Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS.” 2009. Thesis, Universidade do Rio Grande do Sul. Accessed February 28, 2021. http://hdl.handle.net/10183/30215.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Mattos, João Rodrigo Guerreiro. “Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS.” 2009. Web. 28 Feb 2021.

Vancouver:

Mattos JRG. Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2009. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10183/30215.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mattos JRG. Avaliação da aderência pneu-pavimento e tendências de desempenho para a rodovia BR-290/RS. [Thesis]. Universidade do Rio Grande do Sul; 2009. Available from: http://hdl.handle.net/10183/30215

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Addis Ababa University

4. Amare, Setegn. Software Development for the AASHTO and ERA Flexible Pavement Design Methods .

Degree: 2012, Addis Ababa University

URL: http://etd.aau.edu.et/dspace/handle/123456789/4131

► In Ethiopia the number and type of traffic increases and the change is alarming. This leads to the construction of road infrastructures which needs economical… (more)

Subjects/Keywords: AASHTO Flexible Pavement Design; ERA Flexible Pavement Design; AASHERA; AASHTO Road Test

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APA (6^th Edition):

Amare, S. (2012). Software Development for the AASHTO and ERA Flexible Pavement Design Methods . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Amare, Setegn. “Software Development for the AASHTO and ERA Flexible Pavement Design Methods .” 2012. Thesis, Addis Ababa University. Accessed February 28, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Amare, Setegn. “Software Development for the AASHTO and ERA Flexible Pavement Design Methods .” 2012. Web. 28 Feb 2021.

Vancouver:

Amare S. Software Development for the AASHTO and ERA Flexible Pavement Design Methods . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2021 Feb 28]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Amare S. Software Development for the AASHTO and ERA Flexible Pavement Design Methods . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

KTH

5. Bekele, Abiy. Implementation of the AASHTO pavement design procedures into MULTI-PAVE.

Degree: Transport Science, 2011, KTH

URL: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064

► This thesis implements the empirical pavement design procedures for flexible as well as rigid pavement by American Association of State Highways and Transportation Officials… (more)

Subjects/Keywords: AASHTO Flexible Pavement Design; AASHTO Rigid Pavement Design; AASHTO Road Test; MULTI-PAVE

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APA (6^th Edition):

Bekele, A. (2011). Implementation of the AASHTO pavement design procedures into MULTI-PAVE. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Bekele, Abiy. “Implementation of the AASHTO pavement design procedures into MULTI-PAVE.” 2011. Thesis, KTH. Accessed February 28, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Bekele, Abiy. “Implementation of the AASHTO pavement design procedures into MULTI-PAVE.” 2011. Web. 28 Feb 2021.

Vancouver:

Bekele A. Implementation of the AASHTO pavement design procedures into MULTI-PAVE. [Internet] [Thesis]. KTH; 2011. [cited 2021 Feb 28]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bekele A. Implementation of the AASHTO pavement design procedures into MULTI-PAVE. [Thesis]. KTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Vilnius Gediminas Technical University

6. Vaitkus, Audrius. Geotextile selection methods for the Lithuanian road and street structures.

Degree: PhD, Civil Enginering, 2008, Vilnius Gediminas Technical University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2007~D_20080108_110452-23008 ;

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The structural strength of roads and streets as well as the uniformity of strength are ensured by a design strength of subgrade, sub-base and pavement… (more)

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The structural strength of roads and streets as well as the uniformity of strength are ensured by a design strength of subgrade, sub-base and pavement layers, characterized by a deformation modulus, the value of which depends on the properties of materials used for the pavement structural layers and thickness of the layers. During construction of road or street pavement structure and its operation the continuous static and dynamic vehicle loads may cause the intermixing of the subgrade soil with the frost blanket course. Analogical process could happen between the frost blanket course and the sub-base constructed from the large particles of aggregate. Eventually, the intermixed materials of the different structural layers of road or street can have the impact on the strength and durability of the whole structure. In order to prevent the aggregates of different structural layers from becoming intermixed during road or street construction or in the phase of operation the geotextile inter-layers have been world-widely used in the recent 15 years. Based on the recommendations of U.S. researchers the geotextiles used for the separation of structural layers should be selected according to the existing formulas. However, these formulas are valid only for the road structures without asphalt concrete pavement. Another method for selecting geotextiles – specifications and recommendations of different countries. At present there are no generally accepted European specifications... [to full text]

Įrengiant automobilių kelio ar gatvės dangas ant žemės sankasos bei vėliau jas eksploatuojant dėl nuolatos pasikartojančių statinių bei dinaminių transporto priemonių apkrovų gali prasidėti žemės sankasos grunto bei apsauginio šalčiui atsparaus sluoksnio medžiagų sąmaiša. Analogiškas procesas gali vykti ir tarp apsauginio šalčiui atsparaus sluoksnio bei dangos pagrindo medžiagų. Ilgainiui kelio ar gatvės konstrukcijos sluoksnių medžiagų tarpusavio sąmaiša mažina dangos stiprį bei tvarumą. Siekiant išvengti atskirų konstrukcijos sluoksnių mineralinių medžiagų tarpusavio susimaišymo, tiesiant kelius ar gatves bei juos eksploatuojant, pastaruosius 15 metų pasaulyje plačiai taikomi geotekstilės tarpsluoksniai. Jungtinių Amerikos Valstijų mokslininkai geotekstiles parinkti rekomenduoja naudoti skaičiavimus pagal formules, tačiau jos tinka tik keliams be asfaltbetonio dangos. Kitas geotekstilių taikymo būdas – atskirų šalių sukurtos normos bei rekomendacijos. Europoje nėra vieningų norminių dokumentų, reglamentuojančių geotekstilių naudojimą automobilių kelių bei gatvių konstrukcijos sluoksniams atskirti. Tai galima pagrįsti tuo, kad Europos valstybėse yra skirtingos klimatinės bei geologinės sąlygos. Taigi kiekviena ar keletas valstybių, kurioms pagal jų sąlygas aktualu kelio konstrukcijos sluoksnius atskirti geotekstilėmis, turi savo normas ar rekomendacijas. Lietuvoje geosintetinės medžiagos tiesiant ir rekonstruojant automobilių kelius bei miestų gatves naudojamos tik pastarąjį... [toliau žr. visą tekstą]

Advisors/Committee Members: Laurinavičius, Alfredas (Doctoral dissertation supervisor), Zavadskas, Edmundas Kazimieras (Doctoral dissertation committee chair), Bazaras, Žilvinas (Doctoral dissertation committee member), Dzemyda, Gintautas (Doctoral dissertation committee member), Petkevičius, Kazys (Doctoral dissertation committee member), Sivilevičius, Henrikas (Doctoral dissertation committee member), Marčiukaitis, Jonas Gediminas (Doctoral dissertation opponent), Puodziukas, Virgaudas (Doctoral dissertation opponent), Čygas, Donatas (Doctoral dissertation advisor).

Subjects/Keywords: Geotextile; Road structure; Road pavement structure; Separation; Geotekstilė; Kelio konstrukcija; Dangos konstrukcija; Atskyrimas

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Vaitkus, Audrius. (2008). Geotextile selection methods for the Lithuanian road and street structures. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2007~D_20080108_110452-23008 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16^th Edition):

Vaitkus, Audrius. “Geotextile selection methods for the Lithuanian road and street structures.” 2008. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed February 28, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2007~D_20080108_110452-23008 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7^th Edition):

Vaitkus, Audrius. “Geotextile selection methods for the Lithuanian road and street structures.” 2008. Web. 28 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Vaitkus, Audrius. Geotextile selection methods for the Lithuanian road and street structures. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2008. [cited 2021 Feb 28]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2007~D_20080108_110452-23008 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Vaitkus, Audrius. Geotextile selection methods for the Lithuanian road and street structures. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2008. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2007~D_20080108_110452-23008 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

University of Wollongong

7. Apolo, Matthew Mendes. Decision support system for the remediation of flexible road pavements in local government.

Degree: Masters of Engineering (Research), Department of Engineering, 2015, University of Wollongong

URL: 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392

► This thesis investigates the development of a decision support system for the remediation of road infrastructure in local government, specifically flexible pavements. Augmenting theoretical… (more)

Subjects/Keywords: Decision support; road; flexible pavement; local government; repair; remediation

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APA (6^th Edition):

Apolo, M. M. (2015). Decision support system for the remediation of flexible road pavements in local government. (Masters Thesis). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392

Chicago Manual of Style (16^th Edition):

Apolo, Matthew Mendes. “Decision support system for the remediation of flexible road pavements in local government.” 2015. Masters Thesis, University of Wollongong. Accessed February 28, 2021. 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392.

MLA Handbook (7^th Edition):

Apolo, Matthew Mendes. “Decision support system for the remediation of flexible road pavements in local government.” 2015. Web. 28 Feb 2021.

Vancouver:

Apolo MM. Decision support system for the remediation of flexible road pavements in local government. [Internet] [Masters thesis]. University of Wollongong; 2015. [cited 2021 Feb 28]. Available from: 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392.

Council of Science Editors:

Apolo MM. Decision support system for the remediation of flexible road pavements in local government. [Masters Thesis]. University of Wollongong; 2015. Available from: 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392

Queensland University of Technology

8. Chan, Ying Chuen (Maple). Truck overloading study in developing countries and strategies to minimize its impact.

Degree: 2008, Queensland University of Technology

URL: https://eprints.qut.edu.au/28561/

► Overloading truck traffic is an untenable problem around the world. The occurrence of overloaded truck traffic can be evidence of rapid development of an economy.… (more)

Subjects/Keywords: truck overloading; road damage; developing countries; pavement service life

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Chan, Y. C. (. (2008). Truck overloading study in developing countries and strategies to minimize its impact. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/28561/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Chan, Ying Chuen (Maple). “Truck overloading study in developing countries and strategies to minimize its impact.” 2008. Thesis, Queensland University of Technology. Accessed February 28, 2021. https://eprints.qut.edu.au/28561/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Chan, Ying Chuen (Maple). “Truck overloading study in developing countries and strategies to minimize its impact.” 2008. Web. 28 Feb 2021.

Vancouver:

Chan YC(. Truck overloading study in developing countries and strategies to minimize its impact. [Internet] [Thesis]. Queensland University of Technology; 2008. [cited 2021 Feb 28]. Available from: https://eprints.qut.edu.au/28561/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Chan YC(. Truck overloading study in developing countries and strategies to minimize its impact. [Thesis]. Queensland University of Technology; 2008. Available from: https://eprints.qut.edu.au/28561/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Toronto

9. Zhu, Huimin. Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt.

Degree: 2017, University of Toronto

URL: http://hdl.handle.net/1807/77908

►

Permeable pavements have been widely used in stormwater attenuation, water balance, and stormwater quality control. Recent studies suggested that the usage of permeable pavement may… (more)

Subjects/Keywords: Low Impact Development; Permeable Pavement; Winter Road Salting; 0543

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Zhu, H. (2017). Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/77908

Chicago Manual of Style (16^th Edition):

Zhu, Huimin. “Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt.” 2017. Masters Thesis, University of Toronto. Accessed February 28, 2021. http://hdl.handle.net/1807/77908.

MLA Handbook (7^th Edition):

Zhu, Huimin. “Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt.” 2017. Web. 28 Feb 2021.

Vancouver:

Zhu H. Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/1807/77908.

Council of Science Editors:

Zhu H. Winter Road Salting on Parking Lots: Permeable Pavements vs. Conventional Asphalt. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/77908

Delft University of Technology

10. Xu, Quanxin (author). A Potential New Structural Design for Flexible Pavement.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21

► Throughout the history of pavement structure, the parallel layer structure has dominated the structural design of pavements. In other words, the entire road pavement share… (more)

▼ Throughout the history of pavement structure, the parallel layer structure has dominated the structural design of pavements. In other words, the entire road pavement share a uniform thickness design regardless how many lanes there are. However, due to traffic regulations and driving habits, the traffic flow most probably does not distribute evenly on a multi-lane road. Modern pavement design methods usually choose the lane that bears the heaviest traffic load as the design lane to determine the thickness design of the entire pavement. Hence there could be a certain over-design in the less trafficked lanes. This study aims to propose and evaluate a new structural design for flexible pavement by reducing the thickness of asphalt layers of the lightly trafficked lanes. The traffic data of a real motorway in the Netherlands was analysed, based on which a new pavement structural design of a 3-lane road was established. Two finite element models, for both original and new designs, were established in CAPA-3D to calculate the stress and strain responses under different traffic load combinations. Following the Dutch design method the fatigue and deformation performance predictions of the two pavement designs were executed and compared. The results showed that the new design indeed improve the material cost-efficiency without compromising the performance of the pavement structure. Taking advantage of the finite element models, a real-life simulation was also applied. The strain output of the simulation was used to calculate the rutting depth following the American design method. Both calculated rutting depth and the deformation output of the real-time simulation supported the earlier conclusions. An extra simulation of truck platooning was briefly executed and discussed as well. Furthermore, the construction and maintenance feasibilities of the new design were explored. It was proved that the new design can be constructed by the existing equipment and machines. The current maintenance methods and procedures can also be applied to the new design. Advisors/Committee Members: Erkens, S. (mentor), Kasbergen, Cor (mentor), Houben, Lambert (mentor), Farah, Haneen (mentor), van de Wall, A.R.G. (mentor), Delft University of Technology (degree granting institution).

Subjects/Keywords: Pavement; Structural design; Finite Element Analysis; road construction

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APA (6^th Edition):

Xu, Q. (. (2017). A Potential New Structural Design for Flexible Pavement. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21

Chicago Manual of Style (16^th Edition):

Xu, Quanxin (author). “A Potential New Structural Design for Flexible Pavement.” 2017. Masters Thesis, Delft University of Technology. Accessed February 28, 2021. http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21.

MLA Handbook (7^th Edition):

Xu, Quanxin (author). “A Potential New Structural Design for Flexible Pavement.” 2017. Web. 28 Feb 2021.

Vancouver:

Xu Q(. A Potential New Structural Design for Flexible Pavement. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Feb 28]. Available from: http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21.

Council of Science Editors:

Xu Q(. A Potential New Structural Design for Flexible Pavement. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21

Delft University of Technology

11. van der Horst, Bibi (author). Mobile laser scan data for road surface damage detection.

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:af680748-aa0b-4f09-aad0-9f7d82dbd058

►

Road damage detection is important for road safety and road maintenance planning. Road surface anomalies, like potholes, cracks and ravelling, affect driving conditions, such as… (more)

▼

Road damage detection is important for road safety and road maintenance planning. Road surface anomalies, like potholes, cracks and ravelling, affect driving conditions, such as driving comfort and safety, noise emission, load loss of trucks, increase of fuel consumption and traffic circulation. Locali- sation of these anomalies allows for targeted road maintenance, which contributes to the improvement of driver safety, comfort and the optimisation of road maintenance. The current technique to detect road damage is that road inspectors determine road damage in road images. However, the results are susceptible to human subjectivity. An improvement on image based road damage detection is using LiDAR data, because the geometry of road damage is measured too. To mitigate the issue of human subjectivity, an automated method for road damage detection was developed for the profile laser scanner on the IV-Infra car. This laser scanner is mounted at the back of the vehicle so that its profile lines are perpendicular to the driving direction. The proposed method consists of: (I) feature extraction with a sliding window algorithm; (II) K-means clustering to create training data; (III) Random Forest classification and (IV) morphological operations to remove noise and identify larger damage patches. This method was tested on an 800-meter long provincial road with different road defects and road types. Most occurring road damages are cracks, craquel and raveling. The results of this method were validated in two ways: using a road inspectors damage classification and a custom-made validation set based on orthophotos. An overall accuracy of 73% is achieved for the fully automated process. When training of the Random Forest was based on an improved, semi-automated training data, the overall accuracy was 58%, this gives visual clear results. This is explained by more noise are presented in the results based on the fully automatic method, which is overlapped with the coarse road inspector’s data. Optical inspection shows that the semi-automated method identified almost all damages of the custom-made validation set, although a shift between the point cloud and the validation is found. Still, the method has some difficulties with detecting the transverse cracks. This problem can be solved by integrating the two other mounted laser scanners of the Iv-Car, but pre-processing is needed to organise the point cloud. Also, an improvement in georeferencing the validation data would help to optimise the method and training data. Nevertheless, promising results are achieved by this method.

Civil engineering | Geoscience and Remote Sensing

Advisors/Committee Members: Lindenbergh, Roderik (mentor), Tiberius, Christiaan (mentor), Kasbergen, Cor (mentor), Anupam, Kumar (mentor), Assendelft, Joost (mentor), Delft University of Technology (degree granting institution).

Subjects/Keywords: Infrastructure Monitoring; Damage detection; Mobile Laser Scanning; road pavement

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

van der Horst, B. (. (2019). Mobile laser scan data for road surface damage detection. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:af680748-aa0b-4f09-aad0-9f7d82dbd058

Chicago Manual of Style (16^th Edition):

van der Horst, Bibi (author). “Mobile laser scan data for road surface damage detection.” 2019. Masters Thesis, Delft University of Technology. Accessed February 28, 2021. http://resolver.tudelft.nl/uuid:af680748-aa0b-4f09-aad0-9f7d82dbd058.

MLA Handbook (7^th Edition):

van der Horst, Bibi (author). “Mobile laser scan data for road surface damage detection.” 2019. Web. 28 Feb 2021.

Vancouver:

van der Horst B(. Mobile laser scan data for road surface damage detection. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2021 Feb 28]. Available from: http://resolver.tudelft.nl/uuid:af680748-aa0b-4f09-aad0-9f7d82dbd058.

Council of Science Editors:

van der Horst B(. Mobile laser scan data for road surface damage detection. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:af680748-aa0b-4f09-aad0-9f7d82dbd058

Arizona State University

12. Vinayakamurthy, Mounica. Effect of Pavement Condition on Accident Rate.

Degree: Civil and Environmental Engineering, 2017, Arizona State University

URL: http://repository.asu.edu/items/44310

► Highway safety is a major priority for the public and for transportation agencies. Pavement distresses directly affect ride quality, and indirectly contribute to driver distraction,… (more)

Subjects/Keywords: Engineering; Transportation; Civil engineering; Accident; IRI; Pavement; Road Safety; Rut Depth

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Vinayakamurthy, M. (2017). Effect of Pavement Condition on Accident Rate. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/44310

Chicago Manual of Style (16^th Edition):

Vinayakamurthy, Mounica. “Effect of Pavement Condition on Accident Rate.” 2017. Masters Thesis, Arizona State University. Accessed February 28, 2021. http://repository.asu.edu/items/44310.

MLA Handbook (7^th Edition):

Vinayakamurthy, Mounica. “Effect of Pavement Condition on Accident Rate.” 2017. Web. 28 Feb 2021.

Vancouver:

Vinayakamurthy M. Effect of Pavement Condition on Accident Rate. [Internet] [Masters thesis]. Arizona State University; 2017. [cited 2021 Feb 28]. Available from: http://repository.asu.edu/items/44310.

Council of Science Editors:

Vinayakamurthy M. Effect of Pavement Condition on Accident Rate. [Masters Thesis]. Arizona State University; 2017. Available from: http://repository.asu.edu/items/44310

13. Felix, Daniela Bonina Clemente. Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado.

Degree: Mestrado, Engenharia de Transportes, 2008, University of São Paulo

URL: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-09022009-143228/ ;

►

Este trabalho teve como objetivo pesquisar a tipologia e as possíveis causas da ocorrência das patologias em pavimentos de concreto armado, bem como verificar a… (more)

▼

Este trabalho teve como objetivo pesquisar a tipologia e as possíveis causas da ocorrência das patologias em pavimentos de concreto armado, bem como verificar a aplicabilidade e analisar criticamente os métodos de avaliação do estado funcional destes pavimentos. São apresentados os tipos e os graus de severidade das patologias descritas no método do United States Corps of Engineers (USACE), bem como os métodos de avaliação da superfície dos pavimentos de concreto, dentre eles, o índice internacional de irregularidade (International Roughness Index - IRI), o quociente de irregularidade (QI), o valor da serventia atual (VSA) e a avaliação subjetiva e objetiva do índice de condição do pavimento (ICP). A aplicação prática se concentrou nos estudos de caso de quatro pavimentos de concreto armado, sendo um pavimento urbano e três pavimentos industriais, realizando a avaliação detalhada das patologias existentes nos pavimentos em serviço, com posterior cálculo do valor do ICP. Foi avaliada também a irregularidade longitudinal (IRI), com um perfilômetro inercial, no estudo de caso do pavimento urbano, com o intuito de verificar se este método apresenta correlação com o critério do ICP para o caso dos pavimentos de concreto armado como indicador de desempenho. Os levantamentos permitiram verificar valores intermediários de ICP para os pavimentos analisados e que tal situação é decorrente principalmente de falhas construtivas. Os defeitos catalogados no manual do ICP são suficientes para descrição das patologias encontradas durante os levantamentos. Com o auxílio de uma maior quantidade de levantamentos seria possível estabelecer relações entre ICP e IRI sendo que a relação encontrada com base no universo estudado foi fraca, embora aponte uma tendência. O trabalho enfatiza o estudo e a aplicabilidade do método de avaliação objetiva do USACE que é amplamente empregado nos E.U.A. Por fim discute possível relação entre os valores do ICP e do IRI no caso estudado.

This research aimed to verify types and possible causes for the occurrence of distresses in reinforced concrete pavements as well as to verify the applicability and critically examine the methods for assessment of the functional condition for such pavements. It is presented the distresses types and its severity levels described by the method of the United States Corps of Engineers (USACE), as well as the methods for surface evaluation of concrete pavements, including the international roughness index (IRI), the quarter of car index (QI), the present serviceability ratio (PSR) and subjective and objective evaluation of the pavement condition index (PCI). The practice study focused in four cases of reinforced concrete pavements, an urban pavement and three industrials floors, consisting on detailed field evaluation of distresses with subsequent determination of PCI for several pavement sections. It was carried out a field measurement of IRI using an inertial profiler for the case of urban pavement, in order to verify whether this method could reflect the actual the…

Advisors/Committee Members: Balbo, José Tadeu.

Subjects/Keywords: Análise de desempenho; Functional evaluation; Patologia das construções; Pavement; Pavement condition index; Pavimentação de concreto; Road roughness

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Felix, D. B. C. (2008). Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-09022009-143228/ ;

Chicago Manual of Style (16^th Edition):

Felix, Daniela Bonina Clemente. “Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado.” 2008. Masters Thesis, University of São Paulo. Accessed February 28, 2021. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-09022009-143228/ ;.

MLA Handbook (7^th Edition):

Felix, Daniela Bonina Clemente. “Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado.” 2008. Web. 28 Feb 2021.

Vancouver:

Felix DBC. Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2021 Feb 28]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-09022009-143228/ ;.

Council of Science Editors:

Felix DBC. Avaliação da metodologia do USACE aplicada à análise das condições de rolamento dos pavimentos de concreto armado. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-09022009-143228/ ;

Curtin University of Technology

14. Coffey, Jarrad P. An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance .

Degree: 2012, Curtin University of Technology

URL: http://hdl.handle.net/20.500.11937/2089

► Haul road pavement condition has long been considered as having a significant influence on the efficiency of haulage in surface mining. However limited literature exists… (more)

Subjects/Keywords: Pilbara; iron ore; stabilisation; surface mining; pavement lifetime modelling; pavement management; haul road; wearing course; pavement design; pavement construction; pavement maintenance; pavement defect modelling; gravel selection; haul truck; load and haul

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Coffey, J. P. (2012). An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/2089

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Coffey, Jarrad P. “An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance .” 2012. Thesis, Curtin University of Technology. Accessed February 28, 2021. http://hdl.handle.net/20.500.11937/2089.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Coffey, Jarrad P. “An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance .” 2012. Web. 28 Feb 2021.

Vancouver:

Coffey JP. An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance . [Internet] [Thesis]. Curtin University of Technology; 2012. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/20.500.11937/2089.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Coffey JP. An investigation into opportunities for improvement of surface mine haul road functional design, construction and maintenance . [Thesis]. Curtin University of Technology; 2012. Available from: http://hdl.handle.net/20.500.11937/2089

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Queensland

15. Holden, Andrew Philip. A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads.

Degree: School of Engineering, 2002, University of Queensland

URL: http://espace.library.uq.edu.au/view/UQ:348552

Subjects/Keywords: pavement; road safety; Road Maintenance; 0905 Civil Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Holden, A. P. (2002). A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:348552

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Holden, Andrew Philip. “A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads.” 2002. Thesis, University of Queensland. Accessed February 28, 2021. http://espace.library.uq.edu.au/view/UQ:348552.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Holden, Andrew Philip. “A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads.” 2002. Web. 28 Feb 2021.

Vancouver:

Holden AP. A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads. [Internet] [Thesis]. University of Queensland; 2002. [cited 2021 Feb 28]. Available from: http://espace.library.uq.edu.au/view/UQ:348552.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Holden AP. A review of pavement roughness criteria for 10 KPH two-way two-lane rural roads. [Thesis]. University of Queensland; 2002. Available from: http://espace.library.uq.edu.au/view/UQ:348552

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Vilnius Gediminas Technical University

16. Bulevičius, Matas. Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams.

Degree: Dissertation, Civil Enginering, 2014, Vilnius Gediminas Technical University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;

►

Disertacijos tikslas – parengti magistralinių automobilių kelių asfaltbetoninės dangos eksploatacinių rodiklių prognozės matematinius modelius, atsižvelgiant į tampriosios dangos konstrukcijos savybes ir transporto priemonių (TP) eismo… (more)

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Disertacijos tikslas – parengti magistralinių automobilių kelių asfaltbetoninės dangos eksploatacinių rodiklių prognozės matematinius modelius, atsižvelgiant į tampriosios dangos konstrukcijos savybes ir transporto priemonių (TP) eismo intensyvumą (EI). Darbe iškelti šie svarbiausieji uždaviniai: išanalizuoti automobilių kelių asfaltbetoninės (AB) dangos eksploatacinius rodiklius lemiančius svarbiausius veiksnius ir atskleisti šių rodiklių blogėjimo priežastis; atlikti magistralinių kelių dangos konstrukcijų (KDK) sluoksniams naudojamų medžiagų kokybės rodiklių tyrimus; nustatyti AB dangos komponentinės sudėties, fizinių bei mechaninių rodiklių ir AB mišiniams naudojamų medžiagų kokybės rodiklių sietį; ištirti AB dangos lygumo ir provėžų gylio kitėjimo dėsningumus; nustatyti AB dangos, kitų (KDK) sluoksnių medžiagų kokybės rodiklių sietį; parinkti dvi racionalias magistralinių kelių tampriosios dangos konstrukcijas (skirtingam TP eismui). Disertaciją sudaro įvadas, keturi skyriai, rezultatų apibendrinimas, naudotos literatūros ir autoriaus publikacijų disertacijos tema sąrašai ir priedai. Įvade aptarta tiriamoji problema, darbo aktualumas, tyrimų objektas, darbo tikslas ir uždaviniai, tyrimų metodika, darbo mokslinis naujumas, darbo rezultatų praktinė vertė ir ginamieji teiginiai. Pirmajame skyriuje išnagrinėti įvairių šalių mokslininkų atlikti automobilių kelių asfaltinės dangos bei jos konstrukcijos eksploatacinių rodiklių ir jų funkcionavimo trukmės tyrimai. Antrajame... [toliau žr. visą tekstą]

The aim of the dissertation is based on the properties of flexible road pavement structures to develop a mathematical models for predicting the performance of wearing courses used in the pavements of the main roads. The main tasks of the dissertation are as follows: to analyze the main factors influencing the service indices of asphalt concrete pavements and to determine their reasons; to investigate the quality of materials and mixtures used in pavement structural layers of the main roads; to determine the interaction between asphalt concrete pavement composition and the quality indices of mixture materials; to study regularities of the change in pavement roughness and rut depth; to determine the interaction between the quality indices of materials used in pavement structural layers; to select two rational flexible pavement structures for the main roads (for the different traffic volume). The dissertation consists of introduction, four chapters, general conclusions, the list of references and the list of author’s publications on the topic of the dissertation, addenda. Introduction describes the studied problem, topicality of the problem, the object of research, also the aim and tasks, research methodology, scientific novelty, practical value of the results and the defended propositions. Chapter 1 gives the analysis of scientific researches made by different countries in the field of the performance of asphalt concrete pavements and their structures, duration of their service... [to full text]

Advisors/Committee Members: Petkevičius, Kazys (Doctoral dissertation supervisor), Čygas, Donatas (Doctoral dissertation committee chair), Atkočiūnas, Juozas (Doctoral dissertation committee member), Baltrūnas, Valentinas (Doctoral dissertation committee member), Keršys, Artūras (Doctoral dissertation committee member), Laurinavičius, Alfredas (Doctoral dissertation committee member), Bazaras, Žilvinas (Doctoral dissertation opponent), Sivilevičius, Henrikas (Doctoral dissertation opponent).

Subjects/Keywords: Kelio tampriosios dangos konstrukcija; Viršutinio kelio dangos konstrukcijos sluoksnio eksploataciniai rodikliai; Dangos lygumas; Dangos vėžėtumas; Flexible road pavement structure; Service indices of wearing courses; Pavement roughness; Pavement rut depth

Record Details Similar Records Cite « Share

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Bulevičius, M. (2014). Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;

Chicago Manual of Style (16^th Edition):

Bulevičius, Matas. “Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams.” 2014. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed February 28, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;.

MLA Handbook (7^th Edition):

Bulevičius, Matas. “Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams.” 2014. Web. 28 Feb 2021.

Vancouver:

Bulevičius M. Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2014. [cited 2021 Feb 28]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;.

Council of Science Editors:

Bulevičius M. Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2014. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;

Vilnius Gediminas Technical University

17. Bulevičius, Matas. Influence of the properties of flexible road pavement structure on the service indices of wearing courses.

Degree: PhD, Civil Enginering, 2014, Vilnius Gediminas Technical University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;

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The aim of the dissertation is based on the properties of flexible road pavement structures to develop a mathematical models for predicting the performance of… (more)

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The aim of the dissertation is based on the properties of flexible road pavement structures to develop a mathematical models for predicting the performance of wearing courses used in the pavements of the main roads. The main tasks of the dissertation are as follows: to analyze the main factors influencing the service indices of asphalt concrete pavements and to determine their reasons; to investigate the quality of materials and mixtures used in pavement structural layers of the main roads; to determine the interaction between asphalt concrete pavement composition and the quality indices of mixture materials; to study regularities of the change in pavement roughness and rut depth; to determine the interaction between the quality indices of materials used in pavement structural layers; to select two rational flexible pavement structures for the main roads (for the different traffic volume). The dissertation consists of introduction, four chapters, general conclusions, the list of references and the list of author’s publications on the topic of the dissertation, addenda. Introduction describes the studied problem, topicality of the problem, the object of research, also the aim and tasks, research methodology, scientific novelty, practical value of the results and the defended propositions. Chapter 1 gives the analysis of scientific researches made by different countries in the field of the performance of asphalt concrete pavements and their structures, duration of their service... [to full text]

Disertacijos tikslas – parengti magistralinių automobilių kelių asfaltbetoninės dangos eksploatacinių rodiklių prognozės matematinius modelius, atsižvelgiant į tampriosios dangos konstrukcijos savybes ir transporto priemonių (TP) eismo intensyvumą (EI). Darbe iškelti šie svarbiausieji uždaviniai: išanalizuoti automobilių kelių asfaltbetoninės (AB) dangos eksploatacinius rodiklius lemiančius svarbiausius veiksnius ir atskleisti šių rodiklių blogėjimo priežastis; atlikti magistralinių kelių dangos konstrukcijų (KDK) sluoksniams naudojamų medžiagų kokybės rodiklių tyrimus; nustatyti AB dangos komponentinės sudėties, fizinių bei mechaninių rodiklių ir AB mišiniams naudojamų medžiagų kokybės rodiklių sietį; ištirti AB dangos lygumo ir provėžų gylio kitėjimo dėsningumus; nustatyti AB dangos, kitų (KDK) sluoksnių medžiagų kokybės rodiklių sietį; parinkti dvi racionalias magistralinių kelių tampriosios dangos konstrukcijas (skirtingam TP eismui). Disertaciją sudaro įvadas, keturi skyriai, rezultatų apibendrinimas, naudotos literatūros ir autoriaus publikacijų disertacijos tema sąrašai ir priedai. Įvade aptarta tiriamoji problema, darbo aktualumas, tyrimų objektas, darbo tikslas ir uždaviniai, tyrimų metodika, darbo mokslinis naujumas, darbo rezultatų praktinė vertė ir ginamieji teiginiai. Pirmajame skyriuje išnagrinėti įvairių šalių mokslininkų atlikti automobilių kelių asfaltinės dangos bei jos konstrukcijos eksploatacinių rodiklių ir jų funkcionavimo trukmės tyrimai. Antrajame... [toliau žr. visą tekstą]

Advisors/Committee Members: Petkevičius , Kazys (Doctoral dissertation supervisor), Čygas , Donatas (Doctoral dissertation committee chair), Atkočiūnas , Juozas (Doctoral dissertation committee member), Baltrūnas, Valentinas (Doctoral dissertation committee member), Keršys , Artūras (Doctoral dissertation committee member), Laurinavičius, Alfredas (Doctoral dissertation committee member), Bazaras , Žilvinas (Doctoral dissertation opponent), Sivilevičius , Henrikas (Doctoral dissertation opponent).

Subjects/Keywords: Flexible road pavement structure; Service indices of wearing courses; Pavement roughness; Pavement rut depth; Kelio tampriosios dangos konstrukcija; Viršutinio kelio dangos konstrukcijos sluoksnio eksploataciniai rodikliai; Dangos lygumas; Dangos vėžėtumas

Record Details Similar Records Cite « Share

❌

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Bulevičius, M. (2014). Influence of the properties of flexible road pavement structure on the service indices of wearing courses. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;

Chicago Manual of Style (16^th Edition):

Bulevičius, Matas. “Influence of the properties of flexible road pavement structure on the service indices of wearing courses.” 2014. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed February 28, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;.

MLA Handbook (7^th Edition):

Bulevičius, Matas. “Influence of the properties of flexible road pavement structure on the service indices of wearing courses.” 2014. Web. 28 Feb 2021.

Vancouver:

Bulevičius M. Influence of the properties of flexible road pavement structure on the service indices of wearing courses. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2014. [cited 2021 Feb 28]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;.

Council of Science Editors:

Bulevičius M. Influence of the properties of flexible road pavement structure on the service indices of wearing courses. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2014. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;

18. Panza, Ana Teresa Moreno. Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia.

Degree: 2016, Instituto Politécnico do Porto

URL: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10824

►

O presente relatório serve para dar conhecimento do trabalho que foi desenvolvido ao longo do período de estágio curricular, que está inserido no âmbito da… (more)

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O presente relatório serve para dar conhecimento do trabalho que foi desenvolvido ao longo do período de estágio curricular, que está inserido no âmbito da unidade curricular de Dissertação/Projeto/Estágio (DIPRE), do Mestrado em Engenharia Civil, ramo de Infraestruturas. A escolha deste ramo de estudo de engenharia deve-se ao interesse do estagiário em querer participar nos projetos municipais considerando as necessidades de vias de comunicação novas e/ou requalificadas, que respeitem o meio ambiente e de acordo com as políticas económicas atuais da comunidade e do país onde a contenção e o rigor financeiro são evidentes, como é o caso das obras municipais. O estágio que teve a duração de 6 meses foi desenvolvido na Divisão de Conceção e Construção de Equipamentos e Espaços Públicos (DCCEEP), na Câmara Municipal de Vila Nova de Gaia. Este município tem uma rede viária diversificada e que é uma área fundamental para a vida dos munícipes. Procurou-se assim descrever, caracterizar e dimensionar alguns tipos de pavimentos rodoviários, desenvolver e estudar novas técnicas de orçamentação e gestão de planeamento e apresentar diferentes estudos de caso. Também se abordam questões técnicas de traçado rodoviário, recorrendo a ferramentas informáticas especiais. Os estudos apresentados procuram soluções equilibradas e adequadas para cada local. O primeiro projeto desenvolvido foi a requalificação da Rua Heróis do Ultramar, em Vilar de Andorinho, onde se substituiu o pavimento em cubos de granito por um betuminoso. O segundo comportou um melhoramento do pavimento betuminoso na Avenida da República, onde foi necessário redimensionar as vias de forma a suportar o tráfego a que está sujeito. O terceiro tratou-se da ampliação da Rua da Igreja do Paraíso, em que se requalificou a parte existente e construiu uma nova com algumas condicionantes. Refere-se ainda, como quarto projeto, com importância para a área da orçamentação, o melhoramento do mapa de quantidades do Acordo Quadro de forma a agilizar o trabalho dos projetistas da divisão em que estava inserida.

This report serves to provide knowledge of the work that was developed during the curricular internship period that is inserted within the course of Dissertation/Project/Internship (DIPRE), Master's degree in civil engineering, branch of infrastructure. The choice of this engineering study branch is due to the intern's interest in wanting to participate in municipal projects considering new lines of communication needs and / or re-qualified, which respect the environment and according to community of the current economic policies and the country where the containment and financial rigor are evident, as is the case of municipal works. The internship, which lasted six months, was developed in the design division and construction equipment and public spaces (DCCEEP), in the city council of Vila Nova de Gaia. This municipality has a diversified road network and is considered a key area for the lives of citizens. It is thus sought to describe, characterize and scale some types…

Advisors/Committee Members: Jacob, Ângelo Manuel Gonçalves.

Subjects/Keywords: Pavimentos; Dimensionamento; Requalificação; Orçamentação; Geometria de Traçado; Pavement; Design; Requalification; Budgeting; Road Design; Infraestruturas

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Panza, A. T. M. (2016). Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia. (Thesis). Instituto Politécnico do Porto. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10824

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Panza, Ana Teresa Moreno. “Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia.” 2016. Thesis, Instituto Politécnico do Porto. Accessed February 28, 2021. https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10824.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Panza, Ana Teresa Moreno. “Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia.” 2016. Web. 28 Feb 2021.

Vancouver:

Panza ATM. Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia. [Internet] [Thesis]. Instituto Politécnico do Porto; 2016. [cited 2021 Feb 28]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10824.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Panza ATM. Estudo e acompanhamento de requalificações de obras rodoviárias do município de Vila Nova de Gaia. [Thesis]. Instituto Politécnico do Porto; 2016. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10824

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

19. Cabeças, Henrique José Henriques Zacarias. Reciclagem de pavimentos na engenharia rodoviária.

Degree: 2014, Universidade de Évora

URL: https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/11131

► Numa primeira fase deste trabalho inclui-se o levantamento das principais patologias que aparecem nos pavimentos rodoviários, assim como, da reabilitação e conservação dos mesmos através… (more)

Subjects/Keywords: Pavimentos rodoviários; Reabilitação de pavimentos; Reciclagem de pavimentos; Road pavements; Pavement rehabilitation; Recycling pavements

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Cabeças, H. J. H. Z. (2014). Reciclagem de pavimentos na engenharia rodoviária. (Thesis). Universidade de Évora. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/11131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Cabeças, Henrique José Henriques Zacarias. “Reciclagem de pavimentos na engenharia rodoviária.” 2014. Thesis, Universidade de Évora. Accessed February 28, 2021. https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/11131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Cabeças, Henrique José Henriques Zacarias. “Reciclagem de pavimentos na engenharia rodoviária.” 2014. Web. 28 Feb 2021.

Vancouver:

Cabeças HJHZ. Reciclagem de pavimentos na engenharia rodoviária. [Internet] [Thesis]. Universidade de Évora; 2014. [cited 2021 Feb 28]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/11131.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cabeças HJHZ. Reciclagem de pavimentos na engenharia rodoviária. [Thesis]. Universidade de Évora; 2014. Available from: https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/11131

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Queensland University of Technology

20. Oad, Pardeep K. Innovation in the road construction sector and its benefits to the industry.

Degree: 2016, Queensland University of Technology

URL: https://eprints.qut.edu.au/102160/

► Innovation in road construction industry offers important industry and community benefits. This refers to the use of better materials for the purpose of road construction,… (more)

Subjects/Keywords: Innovation; road sector; construction industry; solar roads; material; pavement; technologies; benefits; barriers; drivers

Record Details Similar Records Cite « Share

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Oad, P. K. (2016). Innovation in the road construction sector and its benefits to the industry. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/102160/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Oad, Pardeep K. “Innovation in the road construction sector and its benefits to the industry.” 2016. Thesis, Queensland University of Technology. Accessed February 28, 2021. https://eprints.qut.edu.au/102160/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Oad, Pardeep K. “Innovation in the road construction sector and its benefits to the industry.” 2016. Web. 28 Feb 2021.

Vancouver:

Oad PK. Innovation in the road construction sector and its benefits to the industry. [Internet] [Thesis]. Queensland University of Technology; 2016. [cited 2021 Feb 28]. Available from: https://eprints.qut.edu.au/102160/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Oad PK. Innovation in the road construction sector and its benefits to the industry. [Thesis]. Queensland University of Technology; 2016. Available from: https://eprints.qut.edu.au/102160/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Delft University of Technology

21. Ligtvoet, Birgit (author). Crowdsensing as a tool for up-to-date road asset distress detection.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:61924097-f0f7-4d5a-979c-fe991017a3ce

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Contractors are moving from traditional maintenance to preventive maintenance. To apply preventive maintenance, up-to-date data is required which is unavailable. The goal is to research… (more)

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Contractors are moving from traditional maintenance to preventive maintenance. To apply preventive maintenance, up-to-date data is required which is unavailable. The goal is to research the applicability of crowdsensing to detect road pavement distresses, and to investigate how the positions of these detections can be used to gain information on a road pavement section. The construction sector is currently moving from traditional maintenance contracts, where maintenance was a pay per bill business, to contracts focused on the performance and availability of assets. These types of contracts shift the risk during the maintenance phase from the government to the contractor. The contractor receives a fine if either the minimum performance or the availability is not met. This fine in combination with the risk of unforeseen maintenance costs creates a demand for more efficient maintenance methods like preventive maintenance. However, in the field of road asset management, there is a knowledge gap in how road pavement distresses develop over time. To fill this knowledge gap, up-to-date information is required. The up-to-date information cannot be provided using the current high-quality methods due to the limited availability of equipment. In this research, raw data is gathered on the state of the road through crowdsourcing with smartphones. This data is then preprocessed by signal analysis, positioning analysis and event detection to retain only the information which describes the occurrence of a road pavement distress. Next, a database analysis consisting of clustering, asset linking and averaging is performed to gather information on the measurements of an instance of road pavement distress. The position of the instance of road pavement distress can be seen as the position of a virtual sensor. A virtual sensor groups events together from multiple smartphones. The location of the virtual sensor is linked to the location of the nearest road pavement asset, allowing asset managers, the people who plan maintenance tasks at contractors, to send their maintenance crew to the correct location. The results from the experiments show that the detection of road pavement distress is possible by using crowdsensing. The position of the virtual sensor increases in accuracy when more data is used. However, it is possible that two different virtual sensors can be merged due to positioning errors. It is also possible to connect the position of the virtual sensor to a real world asset location by using the Dutch national road sections and the hectometer posts. The resulting information can be used to get an indication of the status of different assets, giving asset managers insight into which areas and assets they need to focus on.

Geomatics

Advisors/Committee Members: Verbree, Edward (mentor), Gorte, Ben (graduation committee), van de Ruitenbeek, Martinus (graduation committee), Delft University of Technology (degree granting institution).

Subjects/Keywords: crowdsensing; smartphones; Asset Management; event detection; road pavement; distress; virtual sensor; clustering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Ligtvoet, B. (. (2017). Crowdsensing as a tool for up-to-date road asset distress detection. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:61924097-f0f7-4d5a-979c-fe991017a3ce

Chicago Manual of Style (16^th Edition):

Ligtvoet, Birgit (author). “Crowdsensing as a tool for up-to-date road asset distress detection.” 2017. Masters Thesis, Delft University of Technology. Accessed February 28, 2021. http://resolver.tudelft.nl/uuid:61924097-f0f7-4d5a-979c-fe991017a3ce.

MLA Handbook (7^th Edition):

Ligtvoet, Birgit (author). “Crowdsensing as a tool for up-to-date road asset distress detection.” 2017. Web. 28 Feb 2021.

Vancouver:

Ligtvoet B(. Crowdsensing as a tool for up-to-date road asset distress detection. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Feb 28]. Available from: http://resolver.tudelft.nl/uuid:61924097-f0f7-4d5a-979c-fe991017a3ce.

Council of Science Editors:

Ligtvoet B(. Crowdsensing as a tool for up-to-date road asset distress detection. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:61924097-f0f7-4d5a-979c-fe991017a3ce

University of Toronto

22. Piryonesi, Sayed Madeh. The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads.

Degree: PhD, 2019, University of Toronto

URL: http://hdl.handle.net/1807/97601

► Infrastructure asset management is the science and practice of driving the maximum value and levels of service from physical infrastructure systems (e.g. roads, bridges, water… (more)

▼ Infrastructure asset management is the science and practice of driving the maximum value and levels of service from physical infrastructure systems (e.g. roads, bridges, water and wastewater). This is not limited to regular maintenance, however, and expands to assessing actual conditions, predicting future deterioration, estimating the risks of failure or reduced levels of service, considering the impacts on sustainability and using financial and life-cycle analysis tools to allocate budgets. This field of practice is based on data-intensive analyses. Nonetheless, because of the limited investments and attention paid to this field, the available data is typically inadequate, and what is available is not reliable in most cases. This study therefore aims to explore and exploit advances in data science to address these two obstacles. First, can future deterioration be predicted through noncausal (circumstantial) attributes when more data is already available? In other words, can climate and generic roadway attributes (which are freely and reliably available) be used to predict future deterioration? Examples of such attributes are temperature ranges, freeze–thaw cycles, levels of precipitation, road functional class and traffic counts. Second, having linked deterioration to climatic attributes, this research examines whether the proposed approach could be used to study the impact of climate change on road infrastructure. It is crucial to point out that the developed models are not causal. Instead of relying on a single equation or a causal relationship, machine learning algorithms predict outcomes by discovering patterns in data. In other words, what are the typical values of certain attributes that have been observed or co-occurred with historical levels of deterioration (not necessarily causing deterioration)? To this end, this study did not attempt to investigate the main causes of deterioration. Rather, in line with new data-driven decision-making practices, this study investigates which attributes increase the quality of pattern detection, without any claims on causation. This study focused on analyzing performance indicators for asphalt pavements—particularly, pavement condition index (PCI) and the international roughness index (IRI). The data used was extracted from the Long-Term Pavement Performance (LTPP) database. The LTPP database is one of the largest, most reliable and well-maintained datasets in the domain. In analyzing LTPP data, the study examined the following machine learning algorithms: decision trees, logistic regression, naïve Bayes classifier, naïve Bayes classifier with kernel estimation, random forest, gradient boosted trees, k-nearest neighbours, linear regression and random forest regression. The conducted analyses show that the following attributes can be used to predict asphalt pavement deterioration: initial condition, annual average of daily minimum (and maximum) air temperatures, number of freeze–thaw cycles, annual average daily traffic (AADT), annual precipitation, functional class of… Advisors/Committee Members: El-Diraby, Tamer, Civil Engineering.

Subjects/Keywords: asset management; climate change; deterioration modeling; machine learning; pavement condition index; road roughness; 0543

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APA (6^th Edition):

Piryonesi, S. M. (2019). The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/97601

Chicago Manual of Style (16^th Edition):

Piryonesi, Sayed Madeh. “The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads.” 2019. Doctoral Dissertation, University of Toronto. Accessed February 28, 2021. http://hdl.handle.net/1807/97601.

MLA Handbook (7^th Edition):

Piryonesi, Sayed Madeh. “The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads.” 2019. Web. 28 Feb 2021.

Vancouver:

Piryonesi SM. The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads. [Internet] [Doctoral dissertation]. University of Toronto; 2019. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/1807/97601.

Council of Science Editors:

Piryonesi SM. The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads. [Doctoral Dissertation]. University of Toronto; 2019. Available from: http://hdl.handle.net/1807/97601

University of Melbourne

23. Yang, Tong. A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria.

Degree: 2010, University of Melbourne

URL: http://hdl.handle.net/11343/35704

► The investment on pavements is the largest part of capital investment in any modern highway system. Maintaining and operating pavements draw great attention of administrators… (more)

▼ The investment on pavements is the largest part of capital investment in any modern highway system. Maintaining and operating pavements draw great attention of administrators of Australian road system. In large systems of pavement, pavement management systems can be very complex and look at very small kinds of differences in asphalt mix design, loading types, pavement thicknesses. The study of these details may generate less than a percent increase in the effective use of maintenance funding. It is significant to save even a half percent on rehabilitation costs for hundreds of millions of dollars system. Many types of distress are assessed in order to investigate the most contributed factors, which affect the overall pavement condition, should be identified to limit the surveyed distress types, including roughness, rutting and cracking. The evaluation of relationships between specific distress types so that the data number could be minimized in collection. Therefore, the cost on pavement condition survey for various types of distress could be reduced greatly. This paper focuses on analysing the linear relationship between pavement roughness and rutting and the relationship between roughness and cracking. The ranges of R square for the relationship between rutting and roughness from 0.0460 to 0.497 for in rural area; urban area has R square ranges from 0.0003 to 0.5719. The ranges of R square for the relationship between cracking and roughness from 0.0043 to 0.6205 for in rural area; urban area has R square ranges from 0.0056 to 0.5769. From the assessing of P-value point of view, in the relationship between roughness and rutting, the average P-value is 0.1803 for rural area; it is 0.3641 for urban area. The relationship between roughness and cracking, the average P- value is 0.3727 for rural area, it is 0.2746 for urban area. In the result, slopes of correlation of rutting and roughness, which are indicated by correlation coefficients, are ranged from -1.2613 or 2.2298. The slopes of cracking are ranging from -0.7143 to 0.0682. The inference could be made that the change of dependent variable roughness is not sensitive to the effect of the independent variables cracking and rutting. It is very low for the linear relationship of roughness variance and AADT. The mask effect of maintenance may attribute the result due to the variance of roughness is decreased by maintenance treatments. The results of this research confirm that the linear relationships between roughness and cracking, between roughness and rutting are small for the statistical significance of influence the rate of progression. The extent of rutting influence roughness has more sensitivity than cracking.

Subjects/Keywords: road; pavement management; maintenance; linear regression

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Yang, T. (2010). A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria. (Masters Thesis). University of Melbourne. Retrieved from http://hdl.handle.net/11343/35704

Chicago Manual of Style (16^th Edition):

Yang, Tong. “A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria.” 2010. Masters Thesis, University of Melbourne. Accessed February 28, 2021. http://hdl.handle.net/11343/35704.

MLA Handbook (7^th Edition):

Yang, Tong. “A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria.” 2010. Web. 28 Feb 2021.

Vancouver:

Yang T. A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria. [Internet] [Masters thesis]. University of Melbourne; 2010. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/11343/35704.

Council of Science Editors:

Yang T. A linear regression analysis of factors affecting pavement roughness for asphalt and sealed pavement roads in Victoria. [Masters Thesis]. University of Melbourne; 2010. Available from: http://hdl.handle.net/11343/35704

University of Melbourne

24. MANDIARTHA, I PUTU. Development of a pavement maintenance effectiveness model for management of road networks.

Degree: 2011, University of Melbourne

URL: http://hdl.handle.net/11343/37096

► The development of efficiency models for road network management is challenged by three aspects: reliable future performance predicting capability, effective and efficient optimization modelling, and… (more)

▼ The development of efficiency models for road network management is challenged by three aspects: reliable future performance predicting capability, effective and efficient optimization modelling, and ability to accommodate constraints faced by the roads authority. This research aims to answer these challenges by analyzing pavement maintenance effectiveness of a road network leading to the development of effective models. The effectiveness of routine, periodic and rehabilitation maintenances are investigated, resulting in the development of a new quantification method. Further, these quantification results form inputs for the development of a stochastic based performance prediction model (Markov Chains) and optimization model (Markov Decision Processes/MDP). The results and discussions of the maintenance effectiveness analysis are utilized and then directly converted into Transition Probability Matrices (TPM) as main inputs of the Markov Chains. A very important discussion and outcome of this thesis is the development of graphical/visual presentations of the Markov Chains and their interpretations. The methods for presenting the results of the Markov Chains analysis for the performance prediction of different types of pavement maintenance are put forward as an enhanced way to present such information. The analysis and presentations developed in this thesis in part address the previous limited information or discussions on the visual presentations of the Markov Chains in road network management applications. Another important idea put forward in this thesis is an implementation of additional constraints into the MDP optimization analysis. An average cost method is selected for a solution of the MDP and is solved using dual linear programming. These additional constraints (i.e. budget and proportion constraints) are discussed through development of different scenarios, leading to development of optimal maintenance policies. Finally, this thesis demonstrates the implementation of the maintenance policies obtained in the optimization process into a road network under case study. Ultimately; this thesis aims to provide tools for road authorities to select optimal maintenance measures based on a more informed network level performance prediction model, given the uncertainty of pavement behaviours.

Subjects/Keywords: pavements; roads; transport engineering; pavement management system; optimization; performance prediction; road network; maintenance; decision support

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

MANDIARTHA, I. P. (2011). Development of a pavement maintenance effectiveness model for management of road networks. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/37096

Chicago Manual of Style (16^th Edition):

MANDIARTHA, I PUTU. “Development of a pavement maintenance effectiveness model for management of road networks.” 2011. Doctoral Dissertation, University of Melbourne. Accessed February 28, 2021. http://hdl.handle.net/11343/37096.

MLA Handbook (7^th Edition):

MANDIARTHA, I PUTU. “Development of a pavement maintenance effectiveness model for management of road networks.” 2011. Web. 28 Feb 2021.

Vancouver:

MANDIARTHA IP. Development of a pavement maintenance effectiveness model for management of road networks. [Internet] [Doctoral dissertation]. University of Melbourne; 2011. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/11343/37096.

Council of Science Editors:

MANDIARTHA IP. Development of a pavement maintenance effectiveness model for management of road networks. [Doctoral Dissertation]. University of Melbourne; 2011. Available from: http://hdl.handle.net/11343/37096

University of Melbourne

25. Ren, Jing. Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data.

Degree: 2017, University of Melbourne

URL: http://hdl.handle.net/11343/214437

► Truck traffic is a crucial factor that contributes to pavement damage. The urbanization and globalization promote the higher level of daily consumption for goods, thus… (more)

▼ Truck traffic is a crucial factor that contributes to pavement damage. The urbanization and globalization promote the higher level of daily consumption for goods, thus increasing the derived demand for freight transport. In some countries, such as Australia, there is a trend towards using larger vehicles, which raised the road authorities’ concern about their effect on pavement because of the lack of pavement maintenance and rehabilitation funding. Therefore, it is important to have a comprehensive understanding of Australian road freight market and optimize the allocation of freight for different types of trucks to reduce the total pavement damage. Weigh-in-motion (WIM) system, which measures and records detailed vehicle information operating on road, was the data source for this study. The data was provided by the State Road Authority of Victoria (VicRoads). This thesis gave out a prototype filtering strategy for WIM database to improve the accuracy. Also, it investigated the efficiency of freight transport by comparing the effect of six-axle semi-trailers and nine-axle B-doubles with regards to pavement performance when carrying various payloads. Mathematical models were developed to help decision makers consider how to distribute the road freight task more efficiently to minimize the pavement damage induced by freight vehicles. A simplified pavement performance prediction model was utilized as a basis to determine the future pavement maintenance & rehabilitation schedules and thus, help compare the long-term pavement treatment costs for different traffic loading scenarios. The outcomes of the research showed that it would have considerable advantages in reducing the overall pavement damage by decreasing the percentage of empty trucks, changing the proportion of freight carried by B-doubles as well as optimizing the payload distributions. In addition, there would be significant benefits in the pavement maintenance & rehabilitation costs over the pavement service life by improving the allocation of freight for trucks.

Subjects/Keywords: road freight transport; pavement damage; weigh-in-motion technology; mathematical model; cost saving

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Ren, J. (2017). Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data. (Masters Thesis). University of Melbourne. Retrieved from http://hdl.handle.net/11343/214437

Chicago Manual of Style (16^th Edition):

Ren, Jing. “Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data.” 2017. Masters Thesis, University of Melbourne. Accessed February 28, 2021. http://hdl.handle.net/11343/214437.

MLA Handbook (7^th Edition):

Ren, Jing. “Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data.” 2017. Web. 28 Feb 2021.

Vancouver:

Ren J. Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data. [Internet] [Masters thesis]. University of Melbourne; 2017. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/11343/214437.

Council of Science Editors:

Ren J. Investigating the benefits of considering the payload spectra of freight vehicles on pavement costs based on weigh-in-motion data. [Masters Thesis]. University of Melbourne; 2017. Available from: http://hdl.handle.net/11343/214437

26. Onuorah, Chinedum Anthony. Evaluation of pavement roughness and vehicle vibrations for road surface profiling.

Degree: PhD, 2018, University of Hertfordshire

URL: http://hdl.handle.net/2299/21107

► The research explores aspects of road surface measurement and monitoring, targeting some of the main challenges in the field, including cost and portability of high-speed… (more)

Subjects/Keywords: 625.8; Vibration; Displacement; Accelerometer; laser displacement sensor; integration error; pavement irregularities; road surface irregularities

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APA (6^th Edition):

Onuorah, C. A. (2018). Evaluation of pavement roughness and vehicle vibrations for road surface profiling. (Doctoral Dissertation). University of Hertfordshire. Retrieved from http://hdl.handle.net/2299/21107

Chicago Manual of Style (16^th Edition):

Onuorah, Chinedum Anthony. “Evaluation of pavement roughness and vehicle vibrations for road surface profiling.” 2018. Doctoral Dissertation, University of Hertfordshire. Accessed February 28, 2021. http://hdl.handle.net/2299/21107.

MLA Handbook (7^th Edition):

Onuorah, Chinedum Anthony. “Evaluation of pavement roughness and vehicle vibrations for road surface profiling.” 2018. Web. 28 Feb 2021.

Vancouver:

Onuorah CA. Evaluation of pavement roughness and vehicle vibrations for road surface profiling. [Internet] [Doctoral dissertation]. University of Hertfordshire; 2018. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/2299/21107.

Council of Science Editors:

Onuorah CA. Evaluation of pavement roughness and vehicle vibrations for road surface profiling. [Doctoral Dissertation]. University of Hertfordshire; 2018. Available from: http://hdl.handle.net/2299/21107

Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

27. Anastasiou, Georgios. Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές.

Degree: 2016, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

URL: http://hdl.handle.net/10442/hedi/40342

► The scope of this thesis is to investigate the design and properties of rigid concrete pavements for forest and mountainous areas of Greece. Rigid pavements… (more)

▼ The scope of this thesis is to investigate the design and properties of rigid concrete pavements for forest and mountainous areas of Greece. Rigid pavements at forest roads must provide adequate bearing capacity, long service life and good traffic conditions, with the minimum construction and maintenance cost.The area of research is Epirus, at Northwestern Greece, which is characterized as a steep, mountainous landscape, covered by forests to a great extent. Forest roads without pavement at the mountainous areas of Epirus must be maintained yearly in order to be usable. On the other hand, forest roads with rigid pavement have no need for maintenance and even at the end of the pavements life cycle remain useable. Rigid pavements have been established as a good technical solution for the Forest Service, which constructs them at forest roads with repeated surface wear.So far rigid pavements at forest roads in the mountains of Epirus have been constructed on an empirical basis. Basic parameters of road pavements design have been ignored. Furthermore, the energy footprint of the constructed forest rigid pavements is high and no industrial byproducts or recycled materials have been used in order to reduce life cycle cost.Forest and mountainous roads are low volume roads; trucks carry heavy loads of wood only during the harvest period. In mountain and forest areas, like the mountains in the area of Epirus, it is inefficient to record traffic volumes due to the extensive forest road network and bad weather conditions during the winter. For this reason, traffic load is estimated using forest wood production, farming intensity and the amount of industries located at forest and mountainous areas (quarries, wind farms, etc.). Using this information it is possible to calculate traffic load for any forest and mountainous area.In order to make a complete registry of the problems and failures of concrete pavements constructed in forest roads of the Region of Epirus, it was decided to record the existing concrete pavements by visiting and surveying most of the forest road network of Epirus. A large area of the Region of Epirus was covered including parts with high tree density.A database was created containing problems in the observed road network, in order to identify and present the most common causes of failure in the forest concrete pavements. An identification and categorization of the concrete pavement properties was carried out and core specimens were drilled from concrete, while soil specimens were also taken from the ground where the concrete layer was based on. The traffic load for the service life of the pavements was then estimated and, based on the results, the required concrete layer thickness was calculated. The results of this research show that the existing forest concrete pavements of Epirus were constructed with less than the minimum required designed thickness, a practice that could account for some of their durability issues.Rigid pavement thickness design for new forest pavements has been made using empirical,…

Subjects/Keywords: Δασική οδοποιία; Δύσκαμπτα οδοστρώματα; Διαχείριση δύσκαμπτου οδοστρώματος; Forest road; Rigid pavements; Pavement management systems

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APA (6^th Edition):

Anastasiou, G. (2016). Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/40342

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Anastasiou, Georgios. “Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές.” 2016. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed February 28, 2021. http://hdl.handle.net/10442/hedi/40342.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Anastasiou, Georgios. “Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές.” 2016. Web. 28 Feb 2021.

Vancouver:

Anastasiou G. Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2016. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10442/hedi/40342.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Anastasiou G. Σχεδιασμός και βελτιστοποίηση οδοστρωμάτων από σκυρόδεμα σε δασικές και ορεινές περιοχές. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2016. Available from: http://hdl.handle.net/10442/hedi/40342

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Brno University of Technology

28. Žůrek, Jakub. Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of.

Degree: 2020, Brno University of Technology

URL: http://hdl.handle.net/11012/184310

► This master thesis deals with the pavement management system as a tool for a management and maintenance of the roads in the Liberec region. The… (more)

Subjects/Keywords: Systém hospodaření s vozovkou; síťová úroveň; stav povrchu vozovky; poruchy vozovky; údržba vozovky; oprava a rekonstrukce vozovky; správa a údržba silnic; hodnocení stavu povrchu vozovek; Pavement management system; network level; condition of pavement surface; pavement failures; pavement maintenance; pavement repair and reconstruction; road management and maintenance; evaluation of pavement surface condition

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APA (6^th Edition):

Žůrek, J. (2020). Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/184310

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Žůrek, Jakub. “Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of.” 2020. Thesis, Brno University of Technology. Accessed February 28, 2021. http://hdl.handle.net/11012/184310.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Žůrek, Jakub. “Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of.” 2020. Web. 28 Feb 2021.

Vancouver:

Žůrek J. Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/11012/184310.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Žůrek J. Aplikace systému hospodaření s vozovkou (SHV) na silnicích II. a III. třídy Libereckého kraje: Aplication of. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/184310

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

29. Bucharles, Luciano Gardano Elias. Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito.

Degree: PhD, Infra-Estrutura de Transportes, 2014, University of São Paulo

URL: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-18092014-113432/ ;

►

Muito embora a micro e a macrotextura dos pavimentos sejam importantes para o tráfego seguro, principalmente em condição de pista molhada e com velocidades superiores… (more)

▼

Muito embora a micro e a macrotextura dos pavimentos sejam importantes para o tráfego seguro, principalmente em condição de pista molhada e com velocidades superiores a 50 km/h, nos locais de acidentes de trânsito no Brasil esses parâmetros não são avaliados quando das perícias técnicas. Assim, o objetivo principal desta tese é estabelecer critérios de avaliação de pavimentos asfálticos que possam integrar um protocolo para a perícia técnica em locais de acidentes de trânsito. Foi baseada em coleta de dados de micro e de macrotextura dos revestimentos asfálticos em três rodovias no Estado do Paraná, num total de 106 locais, e em quatro vias urbanas na cidade de Londrina-PR, num total de 148 locais, todas com velocidades permitidas iguais ou superiores a 50 km/h, especificamente em trechos onde ocorreram acidentes de trânsito, o que permitiu a determinação da aderência na interface pneu/pavimento, se os valores encontram-se dentro das faixas de aceitabilidade do DNIT, da ANTT e da ARTESP e se houve efetiva contribuição do pavimento para a ocorrência e para a severidade dos acidentes. Dos 106 acidentes rodoviários analisados, em 19 deles as alturas médias de mancha de areia, parâmetro empregado para avaliar a macrotextura, apresentaram-se com valor inferior ao mínimo recomendado (0,60 mm), enquanto que dos 148 acidentes ocorridos em vias urbanas, 22 ocorreram em trechos com alturas médias de mancha de areia também inferiores ao valor mínimo recomendado. Nesses casos também foram realizados ensaios de microtextura, com uso do pêndulo britânico, e posteriormente foram calculados os valores do Índice de Atrito Pneu-Pavimento Internacional (International Friction Index, IFI). Os resultados e as análises deste trabalho indicam que uma melhor condição de macrotextura pode reduzir entre 6% e 19% as energias cinéticas envolvidas nos acidentes em rodovias e de 3% a 11% em vias urbanas, com real possibilidade de redução tanto das avarias produzidas nos veículos quanto, principalmente, das lesões nas vítimas. Dada a importância da micro e da macrotextura, recomenda-se que o protocolo de avaliação de pavimentos para perícias técnicas em locais de acidentes de trânsito em rodovias e em vias urbanas estabeleça a realização dos ensaios de Pêndulo Britânico e de Mancha de Areia em até 24 horas após o evento e que a área a ser levantada contemple toda a extensão das marcas de frenagem dos veículos envolvidos ou, no caso de inexistência de marcas, que compreenda uma extensão de 10 a 70 metros, respectivamente para vias com velocidade máxima permitida de 40 km/h e de 120 km/h. Espera-se, complementarmente, que um protocolo com critérios simples e objetivos, como o desenvolvido neste trabalho, permita a adoção de políticas públicas preventivas, de maior alcance e periodicidade, com as avaliações não somente nos trechos onde ocorrem acidentes, mas ao longo das vias.

Although the micro and macro textures of pavements are important factors for safe driving, …

Advisors/Committee Members: Fernandes Júnior, José Leomar.

Subjects/Keywords: Acidente de trânsito; Aderência pneu/pavimento; Adherence of tire to pavement; Asphalt pavement; Macro-texture; Macrotextura; Micro-texture; Microtextura; Pavimentação asfáltica; Road safety; Segurança viária; Traffic accident

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APA (6^th Edition):

Bucharles, L. G. E. (2014). Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18143/tde-18092014-113432/ ;

Chicago Manual of Style (16^th Edition):

Bucharles, Luciano Gardano Elias. “Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito.” 2014. Doctoral Dissertation, University of São Paulo. Accessed February 28, 2021. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-18092014-113432/ ;.

MLA Handbook (7^th Edition):

Bucharles, Luciano Gardano Elias. “Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito.” 2014. Web. 28 Feb 2021.

Vancouver:

Bucharles LGE. Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2021 Feb 28]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-18092014-113432/ ;.

Council of Science Editors:

Bucharles LGE. Critérios para avaliação pericial da macro e microtextura de pavimento asfáltico em local de acidente de trânsito. [Doctoral Dissertation]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-18092014-113432/ ;

Vilnius Gediminas Technical University

30. Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.

Degree: Master, Civil Enginering, 2010, Vilnius Gediminas Technical University

URL: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;

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Analizuojama asfalto dangos konstrukcijos elgsena Lietuvos klimato sąlygomis, įvertinant temperatūros ir drėgnio, kaip vienų iš svarbiausių klimato veiksnių, įtaką kelio asfalto dangos konstrukcijos stipriui. Pateikta… (more)

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Analizuojama asfalto dangos konstrukcijos elgsena Lietuvos klimato sąlygomis, įvertinant temperatūros ir drėgnio, kaip vienų iš svarbiausių klimato veiksnių, įtaką kelio asfalto dangos konstrukcijos stipriui. Pateikta krintančio svorio deflektometro matavimo metodikų apžvalga kitose šalyse. Atlikta temperatūros ir drėgnio kiekvienos dienos pokyčių analizė, įvertinant jų įtaką dangos konstrukcijai. Nustatyta kelio dangos stiprio ir Eo modulio priklausomybė nuo dangos temperatūros, matuojant kelio dangos įlinkius krintančio svorio deflektometru. Kai asfalto dangos stipris matuojamas skirtingu metų laiku ar įvairiu paros metu, tai Eo modulio reikšmės turi būti redukuojamos priimtai standartinei temperatūrai. Eksperimentiniame asfalto dangų konstrukcijų ruože atliktu tyrimu patikslintas temperatūrinis redukcijos koeficientas, kuris leidžia krintančio svorio deflektometru nustatytas asfalto dangos sluoksnių Eo modulio vertes redukuoti standartinei +20 °C temperatūrai.

This final master thesis performs asphalt pavement structural behavior of the Lithuanian climate conditions, taking into account the temperature and moisture, as one of the most important climatic factors that influence the road asphalt pavement structural strength. The Falling Weight Deflectometer (FWD) measurement methods used in other countries are presented. The temperature and moisture changes in the day are analysed, evaluating their impact on pavement design. The strength of asphalt pavement layers, as well as Eo modulus values, measured using the falling weight deflectometer, strongly depend on the pavement temperature. When we use deflectometer for measuring asphalt pavement strength at different environmental conditions and in different season, the values of Eo modulus should be reduced to the assumed standard temperature. So during this research at the experimental asphalt pavement structure the temperature correction factor was revised. The use of this factor enables to adjust the Eo modulus values of asphalt pavement layers measured by the Falling Weight Deflectometer to the standard temperature of +20 °C.

Advisors/Committee Members: Vaitkus, Audrius (Master’s thesis supervisor), Motiejūnas, Algirdas (Master’s thesis advisor), Čygas, Donatas (Master’s thesis reviewer), Laurinavičius, Alfredas (Master’s thesis reviewer), Dimaitis, Mindaugas (Master’s degree committee chair).

Subjects/Keywords: Dangos konstrukcijos stipris; Kelio dangos konstrukcija; Klimato veiksniai; Eo modulis; Krintančio svorio deflektometras (FWD); Climate factors; Eo modulus; Falling Weight Deflectometer (FWD); Pavement strength; Road pavement

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Paliukaitė, Miglė. (2010). Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16^th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Masters Thesis, Vilnius Gediminas Technical University. Accessed February 28, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7^th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Web. 28 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2010. [cited 2021 Feb 28]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Paliukaitė, Miglė. Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas. [Masters Thesis]. Vilnius Gediminas Technical University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100701_091723-23606 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

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