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You searched for subject:(Pavements Bituminous). Showing records 1 – 30 of 33 total matches.

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Michigan State University

1. Bowser, Charles A. Design & construction of treadometer.

Degree: B.S., 1933, Michigan State University

Subjects/Keywords: Bituminous materials – Testing; Pavements, Bituminous – Testing

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

APA (6th Edition):

Bowser, C. A. (1933). Design & construction of treadometer. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:7182

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

Chicago Manual of Style (16th Edition):

Bowser, Charles A. “Design & construction of treadometer.” 1933. Thesis, Michigan State University. Accessed July 15, 2019. http://etd.lib.msu.edu/islandora/object/etd:7182.

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

MLA Handbook (7th Edition):

Bowser, Charles A. “Design & construction of treadometer.” 1933. Web. 15 Jul 2019.

Vancouver:

Bowser CA. Design & construction of treadometer. [Internet] [Thesis]. Michigan State University; 1933. [cited 2019 Jul 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:7182.

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

Council of Science Editors:

Bowser CA. Design & construction of treadometer. [Thesis]. Michigan State University; 1933. Available from: http://etd.lib.msu.edu/islandora/object/etd:7182

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


The Ohio State University

2. Dat, Manabendra Nath. Improvement of bituminous concrete mixtures and their fatigue response.

Degree: PhD, Graduate School, 1975, The Ohio State University

Subjects/Keywords: Engineering; Bituminous materials; Pavements

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APA (6th Edition):

Dat, M. N. (1975). Improvement of bituminous concrete mixtures and their fatigue response. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486992459687995

Chicago Manual of Style (16th Edition):

Dat, Manabendra Nath. “Improvement of bituminous concrete mixtures and their fatigue response.” 1975. Doctoral Dissertation, The Ohio State University. Accessed July 15, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486992459687995.

MLA Handbook (7th Edition):

Dat, Manabendra Nath. “Improvement of bituminous concrete mixtures and their fatigue response.” 1975. Web. 15 Jul 2019.

Vancouver:

Dat MN. Improvement of bituminous concrete mixtures and their fatigue response. [Internet] [Doctoral dissertation]. The Ohio State University; 1975. [cited 2019 Jul 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486992459687995.

Council of Science Editors:

Dat MN. Improvement of bituminous concrete mixtures and their fatigue response. [Doctoral Dissertation]. The Ohio State University; 1975. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486992459687995


Stellenbosch University

3. Bierman, Carl Roos. A design function for bitumen stabilised material performance based on laboratory and field evaluation.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: The use of stabilised granular materials for road pavements are ever increasing throughout South Africa. There are currently two commonly used methods for… (more)

Subjects/Keywords: Bitumen; Pavements, Bituminous; Bitumen stabilised material; Construction of roads  – Materials

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APA (6th Edition):

Bierman, C. R. (2018). A design function for bitumen stabilised material performance based on laboratory and field evaluation. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103484

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

Chicago Manual of Style (16th Edition):

Bierman, Carl Roos. “A design function for bitumen stabilised material performance based on laboratory and field evaluation.” 2018. Thesis, Stellenbosch University. Accessed July 15, 2019. http://hdl.handle.net/10019.1/103484.

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

MLA Handbook (7th Edition):

Bierman, Carl Roos. “A design function for bitumen stabilised material performance based on laboratory and field evaluation.” 2018. Web. 15 Jul 2019.

Vancouver:

Bierman CR. A design function for bitumen stabilised material performance based on laboratory and field evaluation. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/10019.1/103484.

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

Council of Science Editors:

Bierman CR. A design function for bitumen stabilised material performance based on laboratory and field evaluation. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103484

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


University of Texas – Austin

4. Mohan, Gouri. Evaluation of the curing time and other characteristics of prime coats applied to a granular base.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Prime coats have been in use for many decades to help protect the base before the subsequent application of bituminous surface treatments. Prime coat is… (more)

Subjects/Keywords: Prime coat; Curing time; Bituminous materials; Binder; Pavements

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APA (6th Edition):

Mohan, G. (2011). Evaluation of the curing time and other characteristics of prime coats applied to a granular base. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3693

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

Chicago Manual of Style (16th Edition):

Mohan, Gouri. “Evaluation of the curing time and other characteristics of prime coats applied to a granular base.” 2011. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3693.

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

MLA Handbook (7th Edition):

Mohan, Gouri. “Evaluation of the curing time and other characteristics of prime coats applied to a granular base.” 2011. Web. 15 Jul 2019.

Vancouver:

Mohan G. Evaluation of the curing time and other characteristics of prime coats applied to a granular base. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3693.

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

Council of Science Editors:

Mohan G. Evaluation of the curing time and other characteristics of prime coats applied to a granular base. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3693

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


Stellenbosch University

5. Venter, Cindy. Asphalt permeability and moisture damage.

Degree: MEng, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: For several years the design methods for a pavement surface have evolved. Starting with the very first bituminous road surface which was laid… (more)

Subjects/Keywords: Buildings, Dampness in; Asphalt  – Permeability; Bituminous pavements; UCTD

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APA (6th Edition):

Venter, C. (2019). Asphalt permeability and moisture damage. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/105967

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

Chicago Manual of Style (16th Edition):

Venter, Cindy. “Asphalt permeability and moisture damage.” 2019. Thesis, Stellenbosch University. Accessed July 15, 2019. http://hdl.handle.net/10019.1/105967.

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

MLA Handbook (7th Edition):

Venter, Cindy. “Asphalt permeability and moisture damage.” 2019. Web. 15 Jul 2019.

Vancouver:

Venter C. Asphalt permeability and moisture damage. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/10019.1/105967.

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

Council of Science Editors:

Venter C. Asphalt permeability and moisture damage. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/105967

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


Massey University

6. Bearsley, Sean R. The modification of bituminous materials using tall oil pitch.

Degree: Master of Technology, Chemical Technology, 2003, Massey University

 There are economic, occupational safety and health, and environmental advantages in using tall oil pitch (TOP) as a bitumen extender. However, before bitumen modified with… (more)

Subjects/Keywords: Tall oil; Bituminous materials; Bituminous Pavements; Pitch; New Zealand

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APA (6th Edition):

Bearsley, S. R. (2003). The modification of bituminous materials using tall oil pitch. (Masters Thesis). Massey University. Retrieved from http://hdl.handle.net/10179/12886

Chicago Manual of Style (16th Edition):

Bearsley, Sean R. “The modification of bituminous materials using tall oil pitch.” 2003. Masters Thesis, Massey University. Accessed July 15, 2019. http://hdl.handle.net/10179/12886.

MLA Handbook (7th Edition):

Bearsley, Sean R. “The modification of bituminous materials using tall oil pitch.” 2003. Web. 15 Jul 2019.

Vancouver:

Bearsley SR. The modification of bituminous materials using tall oil pitch. [Internet] [Masters thesis]. Massey University; 2003. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/10179/12886.

Council of Science Editors:

Bearsley SR. The modification of bituminous materials using tall oil pitch. [Masters Thesis]. Massey University; 2003. Available from: http://hdl.handle.net/10179/12886


Iowa State University

7. Phan, The Ngoc. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.

Degree: 1960, Iowa State University

Subjects/Keywords: Pavements; Bituminous; Aggregates (Building materials); Pavements; Asphalt; Civil Engineering

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APA (6th Edition):

Phan, T. N. (1960). Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/2389

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

Chicago Manual of Style (16th Edition):

Phan, The Ngoc. “Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.” 1960. Thesis, Iowa State University. Accessed July 15, 2019. https://lib.dr.iastate.edu/rtd/2389.

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

MLA Handbook (7th Edition):

Phan, The Ngoc. “Influence of some Iowa aggregates on the durability of asphaltic concrete mixes.” 1960. Web. 15 Jul 2019.

Vancouver:

Phan TN. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. [Internet] [Thesis]. Iowa State University; 1960. [cited 2019 Jul 15]. Available from: https://lib.dr.iastate.edu/rtd/2389.

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

Council of Science Editors:

Phan TN. Influence of some Iowa aggregates on the durability of asphaltic concrete mixes. [Thesis]. Iowa State University; 1960. Available from: https://lib.dr.iastate.edu/rtd/2389

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


University of Florida

8. Sun, Xingsong. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 The structure of asphalt pavements are characterized by composition of pavement layers. Previous research has suggested that the bond conditions between pavement layers significantly affect… (more)

Subjects/Keywords: Asphalt; Bituminous concrete pavements; Composite materials; Fracture mechanics; Modeling; Pavement layers; Pavements; Specimens; Stress distribution; Tensile stress; asphalt  – cracking  – friction  – pavement

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APA (6th Edition):

Sun, X. (2011). Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043330

Chicago Manual of Style (16th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Doctoral Dissertation, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UFE0043330.

MLA Handbook (7th Edition):

Sun, Xingsong. “Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance.” 2011. Web. 15 Jul 2019.

Vancouver:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UFE0043330.

Council of Science Editors:

Sun X. Modeling Analysis Of Pavement Layer Interface Bonding Condition Effects On Cracking Performance. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043330


Michigan State University

9. Chang, Chieh-Min. Detecting segregation in bituminous pavements and relating its effect to performance.

Degree: PhD, Department of Civil and Environmental Engineering, 2000, Michigan State University

Subjects/Keywords: Pavements, Bituminous – Mechanical properties; Pavements, Asphalt concrete – Mechanical properties; Pavements, Bituminous – Density – Measurement; Pavements, Asphalt concrete – Density – Measurement

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APA (6th Edition):

Chang, C. (2000). Detecting segregation in bituminous pavements and relating its effect to performance. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:30391

Chicago Manual of Style (16th Edition):

Chang, Chieh-Min. “Detecting segregation in bituminous pavements and relating its effect to performance.” 2000. Doctoral Dissertation, Michigan State University. Accessed July 15, 2019. http://etd.lib.msu.edu/islandora/object/etd:30391.

MLA Handbook (7th Edition):

Chang, Chieh-Min. “Detecting segregation in bituminous pavements and relating its effect to performance.” 2000. Web. 15 Jul 2019.

Vancouver:

Chang C. Detecting segregation in bituminous pavements and relating its effect to performance. [Internet] [Doctoral dissertation]. Michigan State University; 2000. [cited 2019 Jul 15]. Available from: http://etd.lib.msu.edu/islandora/object/etd:30391.

Council of Science Editors:

Chang C. Detecting segregation in bituminous pavements and relating its effect to performance. [Doctoral Dissertation]. Michigan State University; 2000. Available from: http://etd.lib.msu.edu/islandora/object/etd:30391

10. Sow, Libasse. Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash.

Degree: Docteur es, Génie Civil, 2018, Rennes, INSA; Université Cheikh Anta Diop de Dakar

 Dans ce travail, il est question d'étudier la faisabilité d'une valorisation en techniques routières de granulats de Mâchefers d'Incinération des Dèchets Non Dangereux (MIDND). Cette… (more)

Subjects/Keywords: MIOM-MIDND; CDPM; Indentation; Abaqus; Loi WLF; Série de Prony; Scanning electron microscopy; Computer simulation; Pavements, Bituminous; Cement; Viscoelasticity; 625

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APA (6th Edition):

Sow, L. (2018). Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash. (Doctoral Dissertation). Rennes, INSA; Université Cheikh Anta Diop de Dakar. Retrieved from http://www.theses.fr/2018ISAR0001

Chicago Manual of Style (16th Edition):

Sow, Libasse. “Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash.” 2018. Doctoral Dissertation, Rennes, INSA; Université Cheikh Anta Diop de Dakar. Accessed July 15, 2019. http://www.theses.fr/2018ISAR0001.

MLA Handbook (7th Edition):

Sow, Libasse. “Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash.” 2018. Web. 15 Jul 2019.

Vancouver:

Sow L. Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash. [Internet] [Doctoral dissertation]. Rennes, INSA; Université Cheikh Anta Diop de Dakar; 2018. [cited 2019 Jul 15]. Available from: http://www.theses.fr/2018ISAR0001.

Council of Science Editors:

Sow L. Approche couplée expérimentation - modélisation multi-échelle pour la détermination du comportement mécanique des graves routières traitées aux liants : Application à la valorisation des Mâchefers d'Incinération de Déchêts Non Dangereux : Experiment-based modelling for determination of the mechanical behavior of non-hazardous waste incineration bottom ashes treated by binders : Application to Non-Hazardous Waste incineration bottom ash. [Doctoral Dissertation]. Rennes, INSA; Université Cheikh Anta Diop de Dakar; 2018. Available from: http://www.theses.fr/2018ISAR0001


University of Pretoria

11. Liebenberg, Johannes Jacobus Erasmus. A structural design procedure for emulsion treated pavement layers.

Degree: Civil Engineering, 2008, University of Pretoria

Please read the abstract (Dissertation Summary) in the section, 00front, of this document Advisors/Committee Members: Prof A T Visser (advisor).

Subjects/Keywords: Pavements bituminous; Roads design and construction; UCTD

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APA (6th Edition):

Liebenberg, J. J. (2008). A structural design procedure for emulsion treated pavement layers. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25951

Chicago Manual of Style (16th Edition):

Liebenberg, Johannes Jacobus. “A structural design procedure for emulsion treated pavement layers.” 2008. Masters Thesis, University of Pretoria. Accessed July 15, 2019. http://hdl.handle.net/2263/25951.

MLA Handbook (7th Edition):

Liebenberg, Johannes Jacobus. “A structural design procedure for emulsion treated pavement layers.” 2008. Web. 15 Jul 2019.

Vancouver:

Liebenberg JJ. A structural design procedure for emulsion treated pavement layers. [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2263/25951.

Council of Science Editors:

Liebenberg JJ. A structural design procedure for emulsion treated pavement layers. [Masters Thesis]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25951


University of Pretoria

12. [No author]. A structural design procedure for emulsion treated pavement layers .

Degree: 2008, University of Pretoria

Please read the abstract (Dissertation Summary) in the section, 00front, of this document Advisors/Committee Members: Prof A T Visser (advisor).

Subjects/Keywords: Pavements bituminous; Roads design and construction; UCTD

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

APA (6th Edition):

author], [. (2008). A structural design procedure for emulsion treated pavement layers . (Masters Thesis). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-06302008-143203/

Chicago Manual of Style (16th Edition):

author], [No. “A structural design procedure for emulsion treated pavement layers .” 2008. Masters Thesis, University of Pretoria. Accessed July 15, 2019. http://upetd.up.ac.za/thesis/available/etd-06302008-143203/.

MLA Handbook (7th Edition):

author], [No. “A structural design procedure for emulsion treated pavement layers .” 2008. Web. 15 Jul 2019.

Vancouver:

author] [. A structural design procedure for emulsion treated pavement layers . [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Jul 15]. Available from: http://upetd.up.ac.za/thesis/available/etd-06302008-143203/.

Council of Science Editors:

author] [. A structural design procedure for emulsion treated pavement layers . [Masters Thesis]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-06302008-143203/


Ryerson University

13. Fong, Calvin. Performance characteristics of different mineral filler in asphalt concrete mixtures.

Degree: 2007, Ryerson University

 With the increase of traffic load in Canada, asphalt mixtures are required to sustain heavier loads and withstand the harsh Canadian winter. This requires careful… (more)

Subjects/Keywords: Asphalt concrete; Fly ash; Pavements; Portland cement; Bituminous materials

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APA (6th Edition):

Fong, C. (2007). Performance characteristics of different mineral filler in asphalt concrete mixtures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A845

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

Chicago Manual of Style (16th Edition):

Fong, Calvin. “Performance characteristics of different mineral filler in asphalt concrete mixtures.” 2007. Thesis, Ryerson University. Accessed July 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A845.

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

MLA Handbook (7th Edition):

Fong, Calvin. “Performance characteristics of different mineral filler in asphalt concrete mixtures.” 2007. Web. 15 Jul 2019.

Vancouver:

Fong C. Performance characteristics of different mineral filler in asphalt concrete mixtures. [Internet] [Thesis]. Ryerson University; 2007. [cited 2019 Jul 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A845.

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

Council of Science Editors:

Fong C. Performance characteristics of different mineral filler in asphalt concrete mixtures. [Thesis]. Ryerson University; 2007. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A845

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

14. Santos, Bruno Alberto Barroso dos. Caracterização física e química de fíleres para fabrico de misturas betuminosas.

Degree: 2013, Instituto Politécnico do Porto

Mestrado em Engenharia Geotécnica e Geoambiente

Este trabalho tem como objetivo contribuir para uma melhor perceção da influência das propriedades físicas e químicas do fíler,… (more)

Subjects/Keywords: Fíler; Misturas betuminosas; Pavimentos rodoviários; Caracterização físico‐química; Filler; Bituminous mixtures; Physical chemical characterization; Road pavements

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APA (6th Edition):

Santos, B. A. B. d. (2013). Caracterização física e química de fíleres para fabrico de misturas betuminosas. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5620

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

Chicago Manual of Style (16th Edition):

Santos, Bruno Alberto Barroso dos. “Caracterização física e química de fíleres para fabrico de misturas betuminosas.” 2013. Thesis, Instituto Politécnico do Porto. Accessed July 15, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5620.

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

MLA Handbook (7th Edition):

Santos, Bruno Alberto Barroso dos. “Caracterização física e química de fíleres para fabrico de misturas betuminosas.” 2013. Web. 15 Jul 2019.

Vancouver:

Santos BABd. Caracterização física e química de fíleres para fabrico de misturas betuminosas. [Internet] [Thesis]. Instituto Politécnico do Porto; 2013. [cited 2019 Jul 15]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5620.

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

Council of Science Editors:

Santos BABd. Caracterização física e química de fíleres para fabrico de misturas betuminosas. [Thesis]. Instituto Politécnico do Porto; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5620

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


Iowa State University

15. Fung, Hon-pong. Adhesion between bitumens and aggregates.

Degree: 1956, Iowa State University

Subjects/Keywords: Pavements; Bituminous; Aggregates (Building materials); Highway Engineering; Civil Engineering

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

APA (6th Edition):

Fung, H. (1956). Adhesion between bitumens and aggregates. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/13280

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

Chicago Manual of Style (16th Edition):

Fung, Hon-pong. “Adhesion between bitumens and aggregates.” 1956. Thesis, Iowa State University. Accessed July 15, 2019. https://lib.dr.iastate.edu/rtd/13280.

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

MLA Handbook (7th Edition):

Fung, Hon-pong. “Adhesion between bitumens and aggregates.” 1956. Web. 15 Jul 2019.

Vancouver:

Fung H. Adhesion between bitumens and aggregates. [Internet] [Thesis]. Iowa State University; 1956. [cited 2019 Jul 15]. Available from: https://lib.dr.iastate.edu/rtd/13280.

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

Council of Science Editors:

Fung H. Adhesion between bitumens and aggregates. [Thesis]. Iowa State University; 1956. Available from: https://lib.dr.iastate.edu/rtd/13280

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


University of Florida

16. Myers, Leslie Ann, 1974-. Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements.

Degree: PhD, Civil Engineering, 2000, University of Florida

Subjects/Keywords: Base courses; Bituminous concrete pavements; Modeling; Pavements; Ribs; Stiffness; Stress distribution; Stress intensity factors; Stress ratio; Wheels; Pavements  – Cracking  – Florida; Pavements, Bituminous  – Cracking  – Florida

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

APA (6th Edition):

Myers, Leslie Ann, 1. (2000). Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00025759

Chicago Manual of Style (16th Edition):

Myers, Leslie Ann, 1974-. “Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements.” 2000. Doctoral Dissertation, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/AA00025759.

MLA Handbook (7th Edition):

Myers, Leslie Ann, 1974-. “Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements.” 2000. Web. 15 Jul 2019.

Vancouver:

Myers, Leslie Ann 1. Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements. [Internet] [Doctoral dissertation]. University of Florida; 2000. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/AA00025759.

Council of Science Editors:

Myers, Leslie Ann 1. Development and propagation of surface-initiated longitudinal wheel path cracks in flexible highway pavements. [Doctoral Dissertation]. University of Florida; 2000. Available from: http://ufdc.ufl.edu/AA00025759


University of Florida

17. Novak, Marc E. Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 Near-surface rutting within the asphalt layer, known as instability rutting, has become a costly mode of pavement distress on today's roads. Instability rutting reduces ridability,… (more)

Subjects/Keywords: Asphalt; Asphalt pavements; Bituminous concrete pavements; Cylinders; Pavements; Shear stress; Specimens; Stress distribution; Stress tests; Transportation

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

APA (6th Edition):

Novak, M. E. (2007). Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021256

Chicago Manual of Style (16th Edition):

Novak, Marc E. “Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement.” 2007. Doctoral Dissertation, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UFE0021256.

MLA Handbook (7th Edition):

Novak, Marc E. “Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement.” 2007. Web. 15 Jul 2019.

Vancouver:

Novak ME. Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UFE0021256.

Council of Science Editors:

Novak ME. Creation of a Laboratory Testing Device to Evaluate Instability Rutting in Asphalt Pavement. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021256


Texas A&M University

18. Button, Joseph Wade. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Pavements, Asphalt concrete.; Asphalt concrete - Testing.; Bituminous materials.

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APA (6th Edition):

Button, J. W. (2012). Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989

Chicago Manual of Style (16th Edition):

Button, Joseph Wade. “Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.” 2012. Masters Thesis, Texas A&M University. Accessed July 15, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989.

MLA Handbook (7th Edition):

Button, Joseph Wade. “Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants.” 2012. Web. 15 Jul 2019.

Vancouver:

Button JW. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989.

Council of Science Editors:

Button JW. Evaluation of methods of mixing lime in bituminous paving mixtures in batch and drum plants. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1984-THESIS-B989

19. Soares, Hélder André Moreira. Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto.

Degree: 2016, Instituto Politécnico do Porto

A Rede Fundamental Rodoviária, com uma extensão de dezasseis mil e quinhentos quilómetros, permite não só o desenvolvimento socioeconómico como a crescente mobilidade do país.… (more)

Subjects/Keywords: Beneficiação; Reabilitação; Manutenção; Reciclagem de pavimentos; Misturas betuminosas; Camadas granulares; Dimensionamento; Porto; Improvement; Rehabilitation; Maintenance; Road Pavements; Flooring recycling; Bituminous mixtures; Granular layers; Dimensioning; Infraestruturas

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

APA (6th Edition):

Soares, H. A. M. (2016). Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8721

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

Chicago Manual of Style (16th Edition):

Soares, Hélder André Moreira. “Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto.” 2016. Thesis, Instituto Politécnico do Porto. Accessed July 15, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8721.

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

MLA Handbook (7th Edition):

Soares, Hélder André Moreira. “Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto.” 2016. Web. 15 Jul 2019.

Vancouver:

Soares HAM. Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto. [Internet] [Thesis]. Instituto Politécnico do Porto; 2016. [cited 2019 Jul 15]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8721.

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

Council of Science Editors:

Soares HAM. Beneficiação e manutenção de obras rodoviárias afetas ao município do Porto. [Thesis]. Instituto Politécnico do Porto; 2016. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8721

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


University of Florida

20. Guan, Liqiu. mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements.

Degree: 1990, University of Florida

Subjects/Keywords: Asphalt; Bituminous concrete pavements; Cooling; Energy; Pavements; Recycling; Stress ratio; Structural deflection; Thermal stress; Viscosity

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

APA (6th Edition):

Guan, L. (1990). mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00090192

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

Chicago Manual of Style (16th Edition):

Guan, Liqiu. “mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements.” 1990. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UF00090192.

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

MLA Handbook (7th Edition):

Guan, Liqiu. “mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements.” 1990. Web. 15 Jul 2019.

Vancouver:

Guan L. mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements. [Internet] [Thesis]. University of Florida; 1990. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UF00090192.

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

Council of Science Editors:

Guan L. mechanistic analysis and design system for evaluation and rehabilitation of flexible pavements. [Thesis]. University of Florida; 1990. Available from: http://ufdc.ufl.edu/UF00090192

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


University of Florida

21. Badu-Tweneboah, Kwasi. Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods.

Degree: 1987, University of Florida

Subjects/Keywords: Asphalt; Base courses; Bituminous concrete pavements; Moduli of elasticity; Nondestructive testing; Pavements; Sensors; Stress tests; Structural deflection; Surface temperature

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APA (6th Edition):

Badu-Tweneboah, K. (1987). Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00090204

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

Chicago Manual of Style (16th Edition):

Badu-Tweneboah, Kwasi. “Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods.” 1987. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UF00090204.

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

MLA Handbook (7th Edition):

Badu-Tweneboah, Kwasi. “Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods.” 1987. Web. 15 Jul 2019.

Vancouver:

Badu-Tweneboah K. Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods. [Internet] [Thesis]. University of Florida; 1987. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UF00090204.

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

Council of Science Editors:

Badu-Tweneboah K. Evaluation of layer moduli in flexible pavement systems using nondestructive and penetration testing methods. [Thesis]. University of Florida; 1987. Available from: http://ufdc.ufl.edu/UF00090204

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


University of Florida

22. Grant, Thomas Paul. Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test.

Degree: M.E, Civil and Coastal Engineering, 2001, University of Florida

 ABSTRACT (cont.): Tests were also conducted at two temperatures using one specimen to analyze damage accumulation and translation across temperatures. Specimens were subjected to 1000… (more)

Subjects/Keywords: Arithmetic mean; Asphalt; Bituminous concrete pavements; Fatigue; Fracture mechanics; Healing; Microcracks; Pavements; Specimens; Tensile strength; healing  – asphalt  – fatigue  – cracking

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

APA (6th Edition):

Grant, T. P. (2001). Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0000321

Chicago Manual of Style (16th Edition):

Grant, Thomas Paul. “Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test.” 2001. Masters Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UFE0000321.

MLA Handbook (7th Edition):

Grant, Thomas Paul. “Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test.” 2001. Web. 15 Jul 2019.

Vancouver:

Grant TP. Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test. [Internet] [Masters thesis]. University of Florida; 2001. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UFE0000321.

Council of Science Editors:

Grant TP. Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test. [Masters Thesis]. University of Florida; 2001. Available from: http://ufdc.ufl.edu/UFE0000321


University of Florida

23. Roque, Reynaldo. Low-temperature response of asphalt concrete pavements.

Degree: 1986, University of Florida

Subjects/Keywords: Asphalt; Base courses; Bituminous concrete pavements; Cooling; Dynamic loads; Load tests; Low temperature; Pavements; Static loads; Structural deflection

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

APA (6th Edition):

Roque, R. (1986). Low-temperature response of asphalt concrete pavements. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00089974

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

Chicago Manual of Style (16th Edition):

Roque, Reynaldo. “Low-temperature response of asphalt concrete pavements.” 1986. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UF00089974.

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

MLA Handbook (7th Edition):

Roque, Reynaldo. “Low-temperature response of asphalt concrete pavements.” 1986. Web. 15 Jul 2019.

Vancouver:

Roque R. Low-temperature response of asphalt concrete pavements. [Internet] [Thesis]. University of Florida; 1986. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UF00089974.

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

Council of Science Editors:

Roque R. Low-temperature response of asphalt concrete pavements. [Thesis]. University of Florida; 1986. Available from: http://ufdc.ufl.edu/UF00089974

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


University of Florida

24. Shiau, Jih-Min, 1959-. Evaluation of criteria for improved durability of asphalt.

Degree: 1990, University of Florida

Subjects/Keywords: Asphalt; Bituminous concrete pavements; Low temperature; Ovens; Pavements; Rheometers; Specimens; Tensile strength; Viscosity; Weathering processes; Asphalt  – Testing; Civil Engineering thesis Ph. D; Pavements, Asphalt  – Testing

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

APA (6th Edition):

Shiau, Jih-Min, 1. (1990). Evaluation of criteria for improved durability of asphalt. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00039862

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

Chicago Manual of Style (16th Edition):

Shiau, Jih-Min, 1959-. “Evaluation of criteria for improved durability of asphalt.” 1990. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/AA00039862.

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

MLA Handbook (7th Edition):

Shiau, Jih-Min, 1959-. “Evaluation of criteria for improved durability of asphalt.” 1990. Web. 15 Jul 2019.

Vancouver:

Shiau, Jih-Min 1. Evaluation of criteria for improved durability of asphalt. [Internet] [Thesis]. University of Florida; 1990. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/AA00039862.

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

Council of Science Editors:

Shiau, Jih-Min 1. Evaluation of criteria for improved durability of asphalt. [Thesis]. University of Florida; 1990. Available from: http://ufdc.ufl.edu/AA00039862

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


University of Florida

25. Shen, Xuezhen, 1963-. Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement.

Degree: 1993, University of Florida

Subjects/Keywords: Base courses; Bituminous concrete pavements; Estimation methods; Mathematical independent variables; Mathematical procedures; Mathematical variables; Modeling; Parametric models; Pavements; Structural deflection; Civil Engineering thesis Ph. D

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

APA (6th Edition):

Shen, Xuezhen, 1. (1993). Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00038030

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

Chicago Manual of Style (16th Edition):

Shen, Xuezhen, 1963-. “Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement.” 1993. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/AA00038030.

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

MLA Handbook (7th Edition):

Shen, Xuezhen, 1963-. “Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement.” 1993. Web. 15 Jul 2019.

Vancouver:

Shen, Xuezhen 1. Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement. [Internet] [Thesis]. University of Florida; 1993. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/AA00038030.

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

Council of Science Editors:

Shen, Xuezhen 1. Simulation dual load fwd systems for determination of pavement layer moduli in flexible pavement. [Thesis]. University of Florida; 1993. Available from: http://ufdc.ufl.edu/AA00038030

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

26. Fonseca, João Manuel Ribeiro. Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional.

Degree: 2013, Repositório Científico do Instituto Politécnico de Lisboa

A presente dissertação tem como objetivo efetuar a análise comparativa de soluções adotadas de reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional. No… (more)

Subjects/Keywords: Pavimentos rodoviários; Reabilitação; Misturas betuminosas; Betume modificado com borracha; Grelhas de fibra de carbono e de fibra de vidro; Road pavements; Rehabilitation; Bituminous mixtures; Modified bitumen-rubber; Grids of carbon fiber and glass fiber

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APA (6th Edition):

Fonseca, J. M. R. (2013). Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2534

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

Chicago Manual of Style (16th Edition):

Fonseca, João Manuel Ribeiro. “Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional.” 2013. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed July 15, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2534.

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

MLA Handbook (7th Edition):

Fonseca, João Manuel Ribeiro. “Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional.” 2013. Web. 15 Jul 2019.

Vancouver:

Fonseca JMR. Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. [cited 2019 Jul 15]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2534.

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

Council of Science Editors:

Fonseca JMR. Análise comparativa de soluções adotadas para a reabilitação de pavimentos flexíveis que integram a rede rodoviária nacional. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2534

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


University of Florida

27. Manzione, Charles William, 1958- ( Dissertant ). Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer.

Degree: 1988, University of Florida

 A research study was conducted to evaluate the response of aged flexible airfield pavements at varying ambient temperatures using the Falling Weight Deflectometer (FWD). Eight… (more)

Subjects/Keywords: Airports; Asphalt; Bituminous concrete pavements; Compressive stress; Pavements; Stress ratio; Structural deflection; Tensile stress; Viscosity; Wheels; Asphalt concrete  – Effects of temperature on; Asphalt concrete  – Testing; Civil Engineering thesis Ph.D; Pavements, Asphalt concrete  – Testing; Pavements, Flexible  – Testing; Runways (Aeronautics); Strains and stresses

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

APA (6th Edition):

Manzione, Charles William, 1. (. D. ). (1988). Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00097398

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

Chicago Manual of Style (16th Edition):

Manzione, Charles William, 1958- ( Dissertant ). “Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer.” 1988. Thesis, University of Florida. Accessed July 15, 2019. http://ufdc.ufl.edu/UF00097398.

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

MLA Handbook (7th Edition):

Manzione, Charles William, 1958- ( Dissertant ). “Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer.” 1988. Web. 15 Jul 2019.

Vancouver:

Manzione, Charles William 1(D). Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer. [Internet] [Thesis]. University of Florida; 1988. [cited 2019 Jul 15]. Available from: http://ufdc.ufl.edu/UF00097398.

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

Council of Science Editors:

Manzione, Charles William 1(D). Evaluation and response of aged flexible airfield pavements at ambient temperatures using the falling weight deflectometer. [Thesis]. University of Florida; 1988. Available from: http://ufdc.ufl.edu/UF00097398

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


Brno University of Technology

28. Masaříková, Petra. Problematika údržby a oprav vozovek .

Degree: 2012, Brno University of Technology

 Bakalářská práce se věnuje poruchám vozovek podle TP 82 Katalog poruch netuhých vozovek a jejich následným možnostem oprav. Součástí je popis technologií údržby a oprav… (more)

Subjects/Keywords: poruchy netuhých vozovek; návrh běžné údržby; návrh údržby a opravy; stav silniční sítě; technologie údržby a opravy; recyklace asfaltových vrstev; systém hospodaření s vozovkou; failures of flexible pavements; proposal common maintenance; proposal maintenance and repair; situation of the road network; technology maintenance and repair; recycling of bituminous layers; system of management with the road

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

APA (6th Edition):

Masaříková, P. (2012). Problematika údržby a oprav vozovek . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15453

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

Chicago Manual of Style (16th Edition):

Masaříková, Petra. “Problematika údržby a oprav vozovek .” 2012. Thesis, Brno University of Technology. Accessed July 15, 2019. http://hdl.handle.net/11012/15453.

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

MLA Handbook (7th Edition):

Masaříková, Petra. “Problematika údržby a oprav vozovek .” 2012. Web. 15 Jul 2019.

Vancouver:

Masaříková P. Problematika údržby a oprav vozovek . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/11012/15453.

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

Council of Science Editors:

Masaříková P. Problematika údržby a oprav vozovek . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/15453

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


ETH Zürich

29. Burlet, Edouard. Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau.

Degree: 1980, ETH Zürich

Subjects/Keywords: ASPHALTSTRASSEN + BITUMINÖSE STRASSEN (STRASSENBAU); NIEDRIGVERKEHRSSTRASSEN (STRASSENBAU); BEMESSUNG DER STRASSENBEFESTIGUNG (STRASSENBAU); ASPHALT PAVED ROADS + BITUMINOUS PAVED ROADS (ROAD CONSTRUCTION); LOW VOLUME ROADS (ROAD ENGINEERING); DIMENSIONING OF PAVEMENTS (ROAD ENGINEERING); info:eu-repo/classification/ddc/624; Civil engineering

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

APA (6th Edition):

Burlet, E. (1980). Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136929

Chicago Manual of Style (16th Edition):

Burlet, Edouard. “Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau.” 1980. Doctoral Dissertation, ETH Zürich. Accessed July 15, 2019. http://hdl.handle.net/20.500.11850/136929.

MLA Handbook (7th Edition):

Burlet, Edouard. “Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau.” 1980. Web. 15 Jul 2019.

Vancouver:

Burlet E. Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau. [Internet] [Doctoral dissertation]. ETH Zürich; 1980. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/20.500.11850/136929.

Council of Science Editors:

Burlet E. Dimensionierung und Verstärkung von Strassen mit geringem Verkehr und flexiblem Oberbau. [Doctoral Dissertation]. ETH Zürich; 1980. Available from: http://hdl.handle.net/20.500.11850/136929


EPFL

30. Perret, Jacques. Déformations des couches bitumineuses au passage d'une charge de trafic.

Degree: 2003, EPFL

 Undertaken in the field of design methods for flexible pavement, the present study focuses on the introduction of traffic loads, applied mainly to mechanistic empirical… (more)

Subjects/Keywords: Design, flexible pavements, traffic loads, pavement modeling, strains measurements, signal analysis, instrumentation, full-scale tests, multilayer models, bituminous mixes, linearelasticity, linear visco-elasticity; dimensionnement, chaussées routières souples, charges de trafic, modélisation des chaussées, mesures de déformations, analyse de signaux, instrumentation, essais en vraie grandeur, modèles multicouches, enrobés bitumineux, élasticité linéaire, viscoélasticité linéaire

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

APA (6th Edition):

Perret, J. (2003). Déformations des couches bitumineuses au passage d'une charge de trafic. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33261

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

Chicago Manual of Style (16th Edition):

Perret, Jacques. “Déformations des couches bitumineuses au passage d'une charge de trafic.” 2003. Thesis, EPFL. Accessed July 15, 2019. http://infoscience.epfl.ch/record/33261.

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

MLA Handbook (7th Edition):

Perret, Jacques. “Déformations des couches bitumineuses au passage d'une charge de trafic.” 2003. Web. 15 Jul 2019.

Vancouver:

Perret J. Déformations des couches bitumineuses au passage d'une charge de trafic. [Internet] [Thesis]. EPFL; 2003. [cited 2019 Jul 15]. Available from: http://infoscience.epfl.ch/record/33261.

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

Council of Science Editors:

Perret J. Déformations des couches bitumineuses au passage d'une charge de trafic. [Thesis]. EPFL; 2003. Available from: http://infoscience.epfl.ch/record/33261

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

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