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You searched for subject:(FWD). Showing records 1 – 30 of 37 total matches.

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1. Tautou, Rémi. Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures.

Degree: Docteur es, Genie civil, 2016, Limoges

Le diagnostic du parc routier est une étape indispensable préalable à l'entretien et la réparation des structures de chaussées. L'importance d'une plus grande finesse de… (more)

Subjects/Keywords: Thermo-viscoélasticité; FWD; Méthode fréquentielle; Thermo-viscoelasticity; FWD; Frequency Method; 624.18

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APA (6th Edition):

Tautou, R. (2016). Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures. (Doctoral Dissertation). Limoges. Retrieved from http://www.theses.fr/2016LIMO0031

Chicago Manual of Style (16th Edition):

Tautou, Rémi. “Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures.” 2016. Doctoral Dissertation, Limoges. Accessed April 20, 2021. http://www.theses.fr/2016LIMO0031.

MLA Handbook (7th Edition):

Tautou, Rémi. “Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures.” 2016. Web. 20 Apr 2021.

Vancouver:

Tautou R. Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures. [Internet] [Doctoral dissertation]. Limoges; 2016. [cited 2021 Apr 20]. Available from: http://www.theses.fr/2016LIMO0031.

Council of Science Editors:

Tautou R. Modélisation dynamique de la thermo-viscoélasticité des matériaux bitumeux : Application aux essais FWD sur les structures des chaussées : Dynamic modelling of the thermo-viscoelasticity of bituminous materials : Application to FWD testing on pavement structures. [Doctoral Dissertation]. Limoges; 2016. Available from: http://www.theses.fr/2016LIMO0031


Universidade Nova

2. Tangarrinha, João André Custódio. Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários.

Degree: 2011, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de Construção

As características da fundação são essenciais para o bom comportamento do… (more)

Subjects/Keywords: Plataforma; Fundação de pavimentos; ECP; FWD; Módulo de deformabilidade

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APA (6th Edition):

Tangarrinha, J. A. C. (2011). Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/6868

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):

Tangarrinha, João André Custódio. “Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários.” 2011. Thesis, Universidade Nova. Accessed April 20, 2021. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/6868.

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

MLA Handbook (7th Edition):

Tangarrinha, João André Custódio. “Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários.” 2011. Web. 20 Apr 2021.

Vancouver:

Tangarrinha JAC. Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários. [Internet] [Thesis]. Universidade Nova; 2011. [cited 2021 Apr 20]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/6868.

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

Council of Science Editors:

Tangarrinha JAC. Análise comparativa de metodologias para avaliação das condições de fundação de pavimentos rodoviários. [Thesis]. Universidade Nova; 2011. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/6868

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


Louisiana State University

3. Dasari, Karthik Venkatesh. Deflection based condition assessment for Rolling Wheel Deflectometer at network level.

Degree: MSCE, Civil and Environmental Engineering, 2013, Louisiana State University

 The Rolling Wheel Deflectometer (RWD) is capable of measuring pavement deflection at high speeds without traffic interruption or compromising safety along tested road segments. To… (more)

Subjects/Keywords: structural capacity; condition assessment; pavement; network level; fwd; SN; RWD

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APA (6th Edition):

Dasari, K. V. (2013). Deflection based condition assessment for Rolling Wheel Deflectometer at network level. (Masters Thesis). Louisiana State University. Retrieved from etd-06102013-154144 ; https://digitalcommons.lsu.edu/gradschool_theses/751

Chicago Manual of Style (16th Edition):

Dasari, Karthik Venkatesh. “Deflection based condition assessment for Rolling Wheel Deflectometer at network level.” 2013. Masters Thesis, Louisiana State University. Accessed April 20, 2021. etd-06102013-154144 ; https://digitalcommons.lsu.edu/gradschool_theses/751.

MLA Handbook (7th Edition):

Dasari, Karthik Venkatesh. “Deflection based condition assessment for Rolling Wheel Deflectometer at network level.” 2013. Web. 20 Apr 2021.

Vancouver:

Dasari KV. Deflection based condition assessment for Rolling Wheel Deflectometer at network level. [Internet] [Masters thesis]. Louisiana State University; 2013. [cited 2021 Apr 20]. Available from: etd-06102013-154144 ; https://digitalcommons.lsu.edu/gradschool_theses/751.

Council of Science Editors:

Dasari KV. Deflection based condition assessment for Rolling Wheel Deflectometer at network level. [Masters Thesis]. Louisiana State University; 2013. Available from: etd-06102013-154144 ; https://digitalcommons.lsu.edu/gradschool_theses/751


Virginia Tech

4. Appea, Alexander Kwasi. Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses.

Degree: PhD, Civil Engineering, 2003, Virginia Tech

 Falling weight deflectometer (FWD) is currently used by most highway agencies to determine the structural condition of the highway network. Utilizing the deflections measured by… (more)

Subjects/Keywords: Backcalculation; Instrument Response; FWD; Pavements

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APA (6th Edition):

Appea, A. K. (2003). Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26715

Chicago Manual of Style (16th Edition):

Appea, Alexander Kwasi. “Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses.” 2003. Doctoral Dissertation, Virginia Tech. Accessed April 20, 2021. http://hdl.handle.net/10919/26715.

MLA Handbook (7th Edition):

Appea, Alexander Kwasi. “Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses.” 2003. Web. 20 Apr 2021.

Vancouver:

Appea AK. Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses. [Internet] [Doctoral dissertation]. Virginia Tech; 2003. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10919/26715.

Council of Science Editors:

Appea AK. Validation of FWD Testing Results at the Virginia Smart Road: Theoretically and by Instrument Responses. [Doctoral Dissertation]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/26715


University of Kansas

5. Tannoury, George Atef. Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2019, University of Kansas

 Cement modification of subgrade has been widely practiced for the past few decades. Recently, cement has become a more economical binder to modify in-situ subgrade… (more)

Subjects/Keywords: Geotechnology; Cement Modified Soil; FWD; LWD; microcracking; pavement

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APA (6th Edition):

Tannoury, G. A. (2019). Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/30471

Chicago Manual of Style (16th Edition):

Tannoury, George Atef. “Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance.” 2019. Doctoral Dissertation, University of Kansas. Accessed April 20, 2021. http://hdl.handle.net/1808/30471.

MLA Handbook (7th Edition):

Tannoury, George Atef. “Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance.” 2019. Web. 20 Apr 2021.

Vancouver:

Tannoury GA. Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance. [Internet] [Doctoral dissertation]. University of Kansas; 2019. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/1808/30471.

Council of Science Editors:

Tannoury GA. Evaluation of Cement-Modified Soil (CMS) with Microcracking and Its Effects on Flexible Pavement Performance. [Doctoral Dissertation]. University of Kansas; 2019. Available from: http://hdl.handle.net/1808/30471


Vilnius Gediminas Technical University

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

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

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)

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 (6th 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 (16th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Masters Thesis, Vilnius Gediminas Technical University. Accessed April 20, 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 (7th Edition):

Paliukaitė, Miglė. “Klimato įtakos automobilių kelių asfalto dangos konstrukcijos stipriui tyrimai ir vertinimas.” 2010. Web. 20 Apr 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 Apr 20]. 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

7. Elshaer, Mohamed. Assessing the Mechanical Response of Pavements During and After Flooding.

Degree: PhD, 2017, University of New Hampshire

  Flooding is recognized as a catastrophic event and a threat to the load carrying capacity of pavements around the world. In the aftermath of… (more)

Subjects/Keywords: Deflection Basin; Flooded Pavement; FWD; LTPP; Pavement Evaluation; Soil Moisture Content; Transportation; Geotechnology

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APA (6th Edition):

Elshaer, M. (2017). Assessing the Mechanical Response of Pavements During and After Flooding. (Doctoral Dissertation). University of New Hampshire. Retrieved from https://scholars.unh.edu/dissertation/160

Chicago Manual of Style (16th Edition):

Elshaer, Mohamed. “Assessing the Mechanical Response of Pavements During and After Flooding.” 2017. Doctoral Dissertation, University of New Hampshire. Accessed April 20, 2021. https://scholars.unh.edu/dissertation/160.

MLA Handbook (7th Edition):

Elshaer, Mohamed. “Assessing the Mechanical Response of Pavements During and After Flooding.” 2017. Web. 20 Apr 2021.

Vancouver:

Elshaer M. Assessing the Mechanical Response of Pavements During and After Flooding. [Internet] [Doctoral dissertation]. University of New Hampshire; 2017. [cited 2021 Apr 20]. Available from: https://scholars.unh.edu/dissertation/160.

Council of Science Editors:

Elshaer M. Assessing the Mechanical Response of Pavements During and After Flooding. [Doctoral Dissertation]. University of New Hampshire; 2017. Available from: https://scholars.unh.edu/dissertation/160


University of Manitoba

8. Al-Abbasi, Ali. Non-destructive testing for optimizing the rehabilitation of rigid pavements.

Degree: Civil Engineering, 2020, University of Manitoba

FWD testing was completed on three urban arterial sections and six residential streets prior to and after rehabilitation to select the appropriate layout for FWD(more)

Subjects/Keywords: FWD; Rigid Pavement; Falling Weight Deflectometer; Composite Pavements; Load Transfer; Void detection; Pavement rehabilitation

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APA (6th Edition):

Al-Abbasi, A. (2020). Non-destructive testing for optimizing the rehabilitation of rigid pavements. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34575

Chicago Manual of Style (16th Edition):

Al-Abbasi, Ali. “Non-destructive testing for optimizing the rehabilitation of rigid pavements.” 2020. Masters Thesis, University of Manitoba. Accessed April 20, 2021. http://hdl.handle.net/1993/34575.

MLA Handbook (7th Edition):

Al-Abbasi, Ali. “Non-destructive testing for optimizing the rehabilitation of rigid pavements.” 2020. Web. 20 Apr 2021.

Vancouver:

Al-Abbasi A. Non-destructive testing for optimizing the rehabilitation of rigid pavements. [Internet] [Masters thesis]. University of Manitoba; 2020. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/1993/34575.

Council of Science Editors:

Al-Abbasi A. Non-destructive testing for optimizing the rehabilitation of rigid pavements. [Masters Thesis]. University of Manitoba; 2020. Available from: http://hdl.handle.net/1993/34575


Ohio University

9. Burhani, Ahmadudin. Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems.

Degree: MS, Civil Engineering (Engineering and Technology), 2016, Ohio University

 The Falling Weight Deflectometer (FWD) and Light Weight Deflectometer (LWD) are essential nondestructive devices used for structural evaluation and characterization of pavement layer systems. This… (more)

Subjects/Keywords: Civil Engineering; FWD; LWD; Correlation on the local pavement system; Ohio Counties; AASHTO 1993

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APA (6th Edition):

Burhani, A. (2016). Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470663356

Chicago Manual of Style (16th Edition):

Burhani, Ahmadudin. “Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems.” 2016. Masters Thesis, Ohio University. Accessed April 20, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470663356.

MLA Handbook (7th Edition):

Burhani, Ahmadudin. “Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems.” 2016. Web. 20 Apr 2021.

Vancouver:

Burhani A. Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems. [Internet] [Masters thesis]. Ohio University; 2016. [cited 2021 Apr 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470663356.

Council of Science Editors:

Burhani A. Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems. [Masters Thesis]. Ohio University; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470663356


Iowa State University

10. Rahman, Md Shaidur. Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways.

Degree: 2014, Iowa State University

 The Oregon Department of Transportation (ODOT) is in the process of implementing the recently introduced AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) for new pavement sections.… (more)

Subjects/Keywords: Civil Engineering (Civil Engineering Materials); Civil Engineering; Civil Engineering Materials; FWD; Local calibration; MEPDG; Top-down cracking; Civil Engineering

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APA (6th Edition):

Rahman, M. S. (2014). Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14295

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):

Rahman, Md Shaidur. “Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways.” 2014. Thesis, Iowa State University. Accessed April 20, 2021. https://lib.dr.iastate.edu/etd/14295.

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

MLA Handbook (7th Edition):

Rahman, Md Shaidur. “Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways.” 2014. Web. 20 Apr 2021.

Vancouver:

Rahman MS. Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways. [Internet] [Thesis]. Iowa State University; 2014. [cited 2021 Apr 20]. Available from: https://lib.dr.iastate.edu/etd/14295.

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

Council of Science Editors:

Rahman MS. Local calibration of the MEPDG prediction models for pavement rehabilitation and evaluation of top-down cracking for Oregon Roadways. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14295

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


Universidade Nova

11. Machado, Ana Beatriz Alves dos Santos Baptista. Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos.

Degree: 2012, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de construção

Os ensaios de carga não destrutivos são cada vez mais utilizados… (more)

Subjects/Keywords: Defletómetro de impacto (FWD); Deflectómetro de impacto portátil (DIP); Retroanálise; Período de vida útil; Infraestruturas rodoviárias

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APA (6th Edition):

Machado, A. B. A. d. S. B. (2012). Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8637

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):

Machado, Ana Beatriz Alves dos Santos Baptista. “Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos.” 2012. Thesis, Universidade Nova. Accessed April 20, 2021. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8637.

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

MLA Handbook (7th Edition):

Machado, Ana Beatriz Alves dos Santos Baptista. “Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos.” 2012. Web. 20 Apr 2021.

Vancouver:

Machado ABAdSB. Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos. [Internet] [Thesis]. Universidade Nova; 2012. [cited 2021 Apr 20]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8637.

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

Council of Science Editors:

Machado ABAdSB. Contribuição para a avaliação estrutural de infraestruturas rodoviárias por métodos não destrutivos. [Thesis]. Universidade Nova; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8637

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


University of Queensland

12. Deng, Yaqi. Analyze the impact of flood on road performance and the corresponding maintenance effect.

Degree: School of Mechanical and Mining Engineering, 2017, University of Queensland

Subjects/Keywords: ENGG7281; FWD; Road Performance; Flooding; Moisture; Maintenance; 09 Engineering

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

APA (6th Edition):

Deng, Y. (2017). Analyze the impact of flood on road performance and the corresponding maintenance effect. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:715251

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):

Deng, Yaqi. “Analyze the impact of flood on road performance and the corresponding maintenance effect.” 2017. Thesis, University of Queensland. Accessed April 20, 2021. http://espace.library.uq.edu.au/view/UQ:715251.

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

MLA Handbook (7th Edition):

Deng, Yaqi. “Analyze the impact of flood on road performance and the corresponding maintenance effect.” 2017. Web. 20 Apr 2021.

Vancouver:

Deng Y. Analyze the impact of flood on road performance and the corresponding maintenance effect. [Internet] [Thesis]. University of Queensland; 2017. [cited 2021 Apr 20]. Available from: http://espace.library.uq.edu.au/view/UQ:715251.

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

Council of Science Editors:

Deng Y. Analyze the impact of flood on road performance and the corresponding maintenance effect. [Thesis]. University of Queensland; 2017. Available from: http://espace.library.uq.edu.au/view/UQ:715251

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


KTH

13. Sveinsdóttir, Berglind Ösp. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.

Degree: Transport Science, 2011, KTH

  The bearing capacity of a road decreases greatly during spring thaw, when the previously frozen road begins to thaw. The extent of this decrease… (more)

Subjects/Keywords: Falling Weight Deflectometer (FWD); multilayer elastic theory; backcalculation; deflection basin indices; EVERCALC; spring thawweakening; bearing capacity of roads; moisture content; temperature

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APA (6th Edition):

Sveinsdóttir, B. . (2011). Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981

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):

Sveinsdóttir, Berglind Ösp. “Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.” 2011. Thesis, KTH. Accessed April 20, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981.

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

MLA Handbook (7th Edition):

Sveinsdóttir, Berglind Ösp. “Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method.” 2011. Web. 20 Apr 2021.

Vancouver:

Sveinsdóttir B. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. [Internet] [Thesis]. KTH; 2011. [cited 2021 Apr 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981.

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

Council of Science Editors:

Sveinsdóttir B. Pavement behaviour evaluation during spring thaw based on the falling weight deflectometer method. [Thesis]. KTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-45981

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

14. Hu, Jinhui. Nondestructive field assessment of flexible pavement and foundation layers.

Degree: 2015, Iowa State University

 Falling weight deflectometer (FWD) and ground penetrating radar (GPR) are nondestructive test devices widely used by transportation agencies to assess pavement conditions. The two papers… (more)

Subjects/Keywords: Civil Engineering (Geotechnical Engineering); Civil Engineering; Geotechnical Engineering; dielectric constant; flexible pavement; FWD; GPR; modulus; nondestructive testing; Civil Engineering

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

APA (6th Edition):

Hu, J. (2015). Nondestructive field assessment of flexible pavement and foundation layers. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14375

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):

Hu, Jinhui. “Nondestructive field assessment of flexible pavement and foundation layers.” 2015. Thesis, Iowa State University. Accessed April 20, 2021. https://lib.dr.iastate.edu/etd/14375.

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

MLA Handbook (7th Edition):

Hu, Jinhui. “Nondestructive field assessment of flexible pavement and foundation layers.” 2015. Web. 20 Apr 2021.

Vancouver:

Hu J. Nondestructive field assessment of flexible pavement and foundation layers. [Internet] [Thesis]. Iowa State University; 2015. [cited 2021 Apr 20]. Available from: https://lib.dr.iastate.edu/etd/14375.

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

Council of Science Editors:

Hu J. Nondestructive field assessment of flexible pavement and foundation layers. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14375

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


KTH

15. Andersson, Jacob. A Study of Air Suspended AWD Trucks.

Degree: Industrial Engineering and Management (ITM), 2019, KTH

Currently, Scania is not offering full air suspended AWD trucks, which it seems to be a demand for. This study acts as a first… (more)

Subjects/Keywords: Air Suspension; AWD; FWD; Tractor; Truck; Allhjulsdrift; Dragbil; Framhjulsdrift; Lastbil; Luftfjädring; Engineering and Technology; Teknik och teknologier

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

APA (6th Edition):

Andersson, J. (2019). A Study of Air Suspended AWD Trucks. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264354

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):

Andersson, Jacob. “A Study of Air Suspended AWD Trucks.” 2019. Thesis, KTH. Accessed April 20, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264354.

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

MLA Handbook (7th Edition):

Andersson, Jacob. “A Study of Air Suspended AWD Trucks.” 2019. Web. 20 Apr 2021.

Vancouver:

Andersson J. A Study of Air Suspended AWD Trucks. [Internet] [Thesis]. KTH; 2019. [cited 2021 Apr 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264354.

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

Council of Science Editors:

Andersson J. A Study of Air Suspended AWD Trucks. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264354

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


Iowa State University

16. Rezaei Tarahomi, Adel. Development of rigid airfield pavement foundation response and moduli prediction models.

Degree: 2019, Iowa State University

 Designing the pavement foundation for rigid airfield pavements and understanding the contribution of pavement foundation elements to overall pavement performance and pavement failure have been… (more)

Subjects/Keywords: 3D finite element analysis; Airfield pavement; Artificial Neural Networks; Elastic Modulus Backcalculation; HWD/FWD; Pavement response prediction models; Civil Engineering

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

APA (6th Edition):

Rezaei Tarahomi, A. (2019). Development of rigid airfield pavement foundation response and moduli prediction models. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17550

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):

Rezaei Tarahomi, Adel. “Development of rigid airfield pavement foundation response and moduli prediction models.” 2019. Thesis, Iowa State University. Accessed April 20, 2021. https://lib.dr.iastate.edu/etd/17550.

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

MLA Handbook (7th Edition):

Rezaei Tarahomi, Adel. “Development of rigid airfield pavement foundation response and moduli prediction models.” 2019. Web. 20 Apr 2021.

Vancouver:

Rezaei Tarahomi A. Development of rigid airfield pavement foundation response and moduli prediction models. [Internet] [Thesis]. Iowa State University; 2019. [cited 2021 Apr 20]. Available from: https://lib.dr.iastate.edu/etd/17550.

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

Council of Science Editors:

Rezaei Tarahomi A. Development of rigid airfield pavement foundation response and moduli prediction models. [Thesis]. Iowa State University; 2019. Available from: https://lib.dr.iastate.edu/etd/17550

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


Louisiana State University

17. Nazzal, Munir Darwish. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.

Degree: MSCE, Civil and Environmental Engineering, 2003, Louisiana State University

 With the coming changes from an empirical to mechanistic-empirical pavement design, it becomes essential to move towards changing the quality control/quality assurance (QC/QA) procedures of… (more)

Subjects/Keywords: pavemnet construction; geogauge; DCP; LFWD; stiffness modulus; FWD; CBR

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

APA (6th Edition):

Nazzal, M. D. (2003). Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. (Masters Thesis). Louisiana State University. Retrieved from etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002

Chicago Manual of Style (16th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Masters Thesis, Louisiana State University. Accessed April 20, 2021. etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

MLA Handbook (7th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Web. 20 Apr 2021.

Vancouver:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2021 Apr 20]. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

Council of Science Editors:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Masters Thesis]. Louisiana State University; 2003. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002


Louisiana State University

18. Elbagalati, Omar Salaheldin. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.

Degree: PhD, Civil and Environmental Engineering, 2016, Louisiana State University

 Non-structural factors such as surface distresses and ride quality have been commonly used as the main indicators of in-service pavement conditions. In the last decade,… (more)

Subjects/Keywords: Pavement Management; Falling Weight Deflectometer; Rolling Wheel Deflectometer; FWD; RWD; NDT; Pavement Structural Condition; Pavement Deflection; PMS

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

APA (6th Edition):

Elbagalati, O. S. (2016). A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418

Chicago Manual of Style (16th Edition):

Elbagalati, Omar Salaheldin. “A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.” 2016. Doctoral Dissertation, Louisiana State University. Accessed April 20, 2021. etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418.

MLA Handbook (7th Edition):

Elbagalati, Omar Salaheldin. “A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System.” 2016. Web. 20 Apr 2021.

Vancouver:

Elbagalati OS. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. [Internet] [Doctoral dissertation]. Louisiana State University; 2016. [cited 2021 Apr 20]. Available from: etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418.

Council of Science Editors:

Elbagalati OS. A Framework to Incorporate a Structural Capacity Indicator into the State of Louisiana Pavement Management System. [Doctoral Dissertation]. Louisiana State University; 2016. Available from: etd-12192016-111011 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4418

19. NASCIMENTO, Mauro Henrique Alves. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.

Degree: 2017, Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN

Submitted by Lucienne Costa ([email protected]) on 2018-04-13T18:16:49Z No. of bitstreams: 1 MAURO HENRIQUE ALVES NASCIMENTO – DISSERTAÇÃO (PPGECA) 2017.pdf: 22942682 bytes, checksum: d52bbbcac224ea9695c0dd3c9ffc12d1 (MD5)

Made… (more)

Subjects/Keywords: Ciências; Engenharias; Pavimento Aeroportuário; Slippage; Avaliação Estrutural; Falling Weight Deflectometer (FWD); Retroanálise; Airport Pavement; Structural Evaluation; Retroanalysis

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APA (6th Edition):

NASCIMENTO, M. H. A. (2017). Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. (Masters Thesis). Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN. Retrieved from http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386

Chicago Manual of Style (16th Edition):

NASCIMENTO, Mauro Henrique Alves. “Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.” 2017. Masters Thesis, Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN. Accessed April 20, 2021. http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386.

MLA Handbook (7th Edition):

NASCIMENTO, Mauro Henrique Alves. “Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário.” 2017. Web. 20 Apr 2021.

Vancouver:

NASCIMENTO MHA. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. [Internet] [Masters thesis]. Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN; 2017. [cited 2021 Apr 20]. Available from: http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386.

Council of Science Editors:

NASCIMENTO MHA. Análise da incompatibilidade de rigidez entre camadas de revestimentos asfálticos na ocorrência de slippage em pavimento aeroportuário. [Masters Thesis]. Universidade Federal de Campina Grande; PÓS-GRADUAÇÃO EM ENGENHARIA CIVIL E AMBIENTAL; UFCG; Brasil; Centro de Tecnologia e Recursos Naturais – CTRN; 2017. Available from: http://dspace.sti.ufcg.edu.br:8080/jspui/handle/riufcg/386


Texas A&M University

20. Sahin, Hakan. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.

Degree: PhD, Civil Engineering, 2014, Texas A&M University

 Well-built roads with longer service life and lesser life cycle cost are the key to meet the desired target of satisfying the public without compromising… (more)

Subjects/Keywords: Base course material; flexible base; quality control and quality assurance; nondestructive testing; percent fine content; clay content; soil suction; FWD; GPR; and methylene blue test

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

APA (6th Edition):

Sahin, H. (2014). Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153464

Chicago Manual of Style (16th Edition):

Sahin, Hakan. “Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.” 2014. Doctoral Dissertation, Texas A&M University. Accessed April 20, 2021. http://hdl.handle.net/1969.1/153464.

MLA Handbook (7th Edition):

Sahin, Hakan. “Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures.” 2014. Web. 20 Apr 2021.

Vancouver:

Sahin H. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. [Internet] [Doctoral dissertation]. Texas A&M University; 2014. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/1969.1/153464.

Council of Science Editors:

Sahin H. Nondestructive Test Methods for Rapid Assessment of Flexible Base Performance in Transportation Infrastructures. [Doctoral Dissertation]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153464


Universidad de Chile

21. Faúndez Carvajal, Rodrigo Andrés. Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD.

Degree: 2011, Universidad de Chile

Subjects/Keywords: Ingeniería; Pavimentos flexibles; Pavimentos de asfalto; Asfaltos; Análisis estructural (Ingeniería); FWD

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APA (6th Edition):

Faúndez Carvajal, R. A. (2011). Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD. (Thesis). Universidad de Chile. Retrieved from http://repositorio.uchile.cl/tesis/uchile/2011/cf-faundez_rc/html/index-frames.html; http://repositorio.uchile.cl/handle/2250/104281

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):

Faúndez Carvajal, Rodrigo Andrés. “Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD.” 2011. Thesis, Universidad de Chile. Accessed April 20, 2021. http://repositorio.uchile.cl/tesis/uchile/2011/cf-faundez_rc/html/index-frames.html; http://repositorio.uchile.cl/handle/2250/104281.

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

MLA Handbook (7th Edition):

Faúndez Carvajal, Rodrigo Andrés. “Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD.” 2011. Web. 20 Apr 2021.

Vancouver:

Faúndez Carvajal RA. Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD. [Internet] [Thesis]. Universidad de Chile; 2011. [cited 2021 Apr 20]. Available from: http://repositorio.uchile.cl/tesis/uchile/2011/cf-faundez_rc/html/index-frames.html; http://repositorio.uchile.cl/handle/2250/104281.

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

Council of Science Editors:

Faúndez Carvajal RA. Estimación del Coeficiente Estructural del Asfalto Espumado Mediante Análisis de Deflectometría FWD. [Thesis]. Universidad de Chile; 2011. Available from: http://repositorio.uchile.cl/tesis/uchile/2011/cf-faundez_rc/html/index-frames.html; http://repositorio.uchile.cl/handle/2250/104281

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


Virginia Tech

22. Van Hout, Daniel Richard. Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage.

Degree: MS, Mechanical Engineering, 2020, Virginia Tech

 Gas turbines are often exposed to high temperatures as they convert hot, energetic gas streams into mechanical motion. As turbines receive higher temperature gases, their… (more)

Subjects/Keywords: Heat Transfer; Film Cooling; Endwall; Nozzle Guide Vane; Slashface gap; Dual Cavity; Aft Cavity; Fwd Cavity; Single Cavity; Jump Cooling; Ingestion; Egression; Pressure; Turbulence; Mass Flow Ratio; Transonic; CFD

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APA (6th Edition):

Van Hout, D. R. (2020). Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/100799

Chicago Manual of Style (16th Edition):

Van Hout, Daniel Richard. “Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage.” 2020. Masters Thesis, Virginia Tech. Accessed April 20, 2021. http://hdl.handle.net/10919/100799.

MLA Handbook (7th Edition):

Van Hout, Daniel Richard. “Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage.” 2020. Web. 20 Apr 2021.

Vancouver:

Van Hout DR. Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10919/100799.

Council of Science Editors:

Van Hout DR. Heat Transfer and Film Cooling Performance on a Transonic Converging Nozzle Guide Vane Endwall With Purge Jet Cooling and Dual Cavity Slashface Leakage. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/100799


Virginia Tech

23. Bartku, Elaine Cleare. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 This thesis investigates the application of In-Situ Recycling and provides guidelines for localities to aid in the selection of recycling methods, as well as documents… (more)

Subjects/Keywords: In-Situ Recycling; Reclaimed Asphalt Pavement (RAP); Cold In-Place Recycling (CIR); Hot In-Place Recycling (HIR); Full Depth Reclamation (FDR); Falling Weight Deflectometer (FWD); Ground Penetrating Radar (GPR); Christiansburg

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

APA (6th Edition):

Bartku, E. C. (2014). In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49669

Chicago Manual of Style (16th Edition):

Bartku, Elaine Cleare. “In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.” 2014. Masters Thesis, Virginia Tech. Accessed April 20, 2021. http://hdl.handle.net/10919/49669.

MLA Handbook (7th Edition):

Bartku, Elaine Cleare. “In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments.” 2014. Web. 20 Apr 2021.

Vancouver:

Bartku EC. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10919/49669.

Council of Science Editors:

Bartku EC. In-Situ Recycling: Applications, Guidelines, and Case Study for Local Governments. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49669

24. Al-Jhayyish, Anwer K. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.

Degree: MS, Civil Engineering (Engineering and Technology), 2014, Ohio University

 Roadbeds are considered one of the most problematic components in pavement design and construction. Its engineering properties differ significantly in terms of soil composition, gradation,… (more)

Subjects/Keywords: Civil Engineering; Transportation; Soil Stabilization; Incorporate; Subgrade Stabilization; Pavement Design; Construction Practices; MEPDG; AASHTO 1993; Finite Element Model; Dynamic Cone Pentrometer; DCP; Falling Weight Deflectometer; FWD; Backcalculation; Subgrade Modulus

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

APA (6th Edition):

Al-Jhayyish, A. K. (2014). Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246

Chicago Manual of Style (16th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Masters Thesis, Ohio University. Accessed April 20, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

MLA Handbook (7th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Web. 20 Apr 2021.

Vancouver:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Internet] [Masters thesis]. Ohio University; 2014. [cited 2021 Apr 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

Council of Science Editors:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Masters Thesis]. Ohio University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246


Ohio University

25. Qin, Jianfeng. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.

Degree: MS, Civil Engineering (Engineering and Technology), 2010, Ohio University

 This thesis presents a model to predict the pavement response using Falling Weight Deflectometer (FWD) deflection data for asphalt concrete (AC) pavement. Evercalc 5.0 and… (more)

Subjects/Keywords: Civil Engineering; Transportation; Falling Weight Deflectometer; FWD; Backcalculation; Flexible Pavement

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

APA (6th Edition):

Qin, J. (2010). Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839

Chicago Manual of Style (16th Edition):

Qin, Jianfeng. “Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.” 2010. Masters Thesis, Ohio University. Accessed April 20, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839.

MLA Handbook (7th Edition):

Qin, Jianfeng. “Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections.” 2010. Web. 20 Apr 2021.

Vancouver:

Qin J. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. [Internet] [Masters thesis]. Ohio University; 2010. [cited 2021 Apr 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839.

Council of Science Editors:

Qin J. Predicting Flexible Pavement Structural Response Using Falling Weight Deflectometer Deflections. [Masters Thesis]. Ohio University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275612839

26. AHMAD, Shafeeq. Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案.

Degree: 博士(工学), 2016, Muroran Institute of Technology / 室蘭工業大学

 A reliable and efficient road transport system is absolutely crucial to the economic as well as social uplift of developing countries, including Pakistan. Road transport… (more)

Subjects/Keywords: 経験的理論的舗装設計; 相対損傷指数; 粒状材料; 三軸試験; 小型FWD; HSアスファルト混合物; Mechanistic-Empirical Pavement Design; Relative Damage Factor; Granular material; Triaxial test; Portable FWD; High stability asphalt concrete mixture

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

APA (6th Edition):

AHMAD, . S. (2016). Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案. (Thesis). Muroran Institute of Technology / 室蘭工業大学. Retrieved from http://hdl.handle.net/10258/688

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):

AHMAD, Shafeeq. “Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案.” 2016. Thesis, Muroran Institute of Technology / 室蘭工業大学. Accessed April 20, 2021. http://hdl.handle.net/10258/688.

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

MLA Handbook (7th Edition):

AHMAD, Shafeeq. “Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案.” 2016. Web. 20 Apr 2021.

Vancouver:

AHMAD S. Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案. [Internet] [Thesis]. Muroran Institute of Technology / 室蘭工業大学; 2016. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10258/688.

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

Council of Science Editors:

AHMAD S. Proposals for Mechanistic-Empirical Pavement Design System in Pakistan : パキスタンにおける経験的理論的舗装設計システムの提案. [Thesis]. Muroran Institute of Technology / 室蘭工業大学; 2016. Available from: http://hdl.handle.net/10258/688

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

27. PEñUELA RODRIGUEZ, CARLOS ANDRES. EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE .

Degree: 2014, Universidad de los Andes

 Este documento pretende evaluar el desempeño longitudinal de distintas configuraciones de tren de potencia en un monoplaza eléctrico de competencia. Configuraciones de tracción en el… (more)

Subjects/Keywords: TREN DE POTENCIA; POWERTRAIN; DINAMICA LONGITUDINAL; CENTRO DE MASA; REDUCCION; VEHICULO ELECTRICO; FORMULA SAE; ADAMS CAR; FWD; RWD; 4X4

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APA (6th Edition):

PEñUELA RODRIGUEZ, C. A. (2014). EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE . (Thesis). Universidad de los Andes. Retrieved from https://documentodegrado.uniandes.edu.co/documentos/10047.pdf

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):

PEñUELA RODRIGUEZ, CARLOS ANDRES. “EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE .” 2014. Thesis, Universidad de los Andes. Accessed April 20, 2021. https://documentodegrado.uniandes.edu.co/documentos/10047.pdf.

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

MLA Handbook (7th Edition):

PEñUELA RODRIGUEZ, CARLOS ANDRES. “EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE .” 2014. Web. 20 Apr 2021.

Vancouver:

PEñUELA RODRIGUEZ CA. EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE . [Internet] [Thesis]. Universidad de los Andes; 2014. [cited 2021 Apr 20]. Available from: https://documentodegrado.uniandes.edu.co/documentos/10047.pdf.

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

Council of Science Editors:

PEñUELA RODRIGUEZ CA. EVALUACIÓN DE CONFIGURACIONES DE TREN DE POTENCIA PARA UN MONOPLAZA ELÉCTRICO DE FORMULA SAE . [Thesis]. Universidad de los Andes; 2014. Available from: https://documentodegrado.uniandes.edu.co/documentos/10047.pdf

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

28. Singhvi, Punit. Laboratory characterization and field performance of hot in-place recycled mixtures.

Degree: MS, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Hot in-place recycling (HIR) is one of the pavement preservation techniques. HIR can prove to be an economical as well as environmentally sustainable treatment as… (more)

Subjects/Keywords: Hot in-place recycling; Flexibility Index; ∆Tcritical; IRI; FWD; Delfection basin parameters

…Rating Survey (CRS), Falling Weight Deflectometer (FWD) Analysis and… …Laboratory Investigation Field Cores Field Investigation CRS, FWD, IRI (a) Binder… …this study) Field evaluation in terms of FWD, IRI and CRS was done for three the project… …International Roughness Index (IRI), conducting Falling Weight Deflectometer (FWD)… …after HIR, the FWD was conducted every 61 m and cores were taken every 244 m. 24 cores were… 

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

APA (6th Edition):

Singhvi, P. (2016). Laboratory characterization and field performance of hot in-place recycled mixtures. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90668

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):

Singhvi, Punit. “Laboratory characterization and field performance of hot in-place recycled mixtures.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed April 20, 2021. http://hdl.handle.net/2142/90668.

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

MLA Handbook (7th Edition):

Singhvi, Punit. “Laboratory characterization and field performance of hot in-place recycled mixtures.” 2016. Web. 20 Apr 2021.

Vancouver:

Singhvi P. Laboratory characterization and field performance of hot in-place recycled mixtures. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/2142/90668.

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

Council of Science Editors:

Singhvi P. Laboratory characterization and field performance of hot in-place recycled mixtures. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90668

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

29. Duclos, Alain. Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements.

Degree: 2015, University of Waterloo

 Perpetual pavements represent a significant investment to an owner who has committed to spending additional dollars at initial construction in order to benefit from potential… (more)

Subjects/Keywords: FWD; Asphalt Strain Gauge; Earth Pressure Cell; Perpetual Pavement; Boussinesq; Sensor Calibration

…51 3.4. FWD Testing of Perpetual Pavements… …60 4. EMBEDDED SENSOR LOCATING USING FWD… …82 5.3. Back-calculation Analysis Using FWD Deflections… …90 5.5. FWD Testing of the Test Section Using Re-Calibrated Embedded Sensors… …22 Figure 7 - Truck and Trailer Mounted FWD Devices [Duclos, 2014; FHWA, 2011]… 

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

APA (6th Edition):

Duclos, A. (2015). Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9242

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):

Duclos, Alain. “Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements.” 2015. Thesis, University of Waterloo. Accessed April 20, 2021. http://hdl.handle.net/10012/9242.

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

MLA Handbook (7th Edition):

Duclos, Alain. “Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements.” 2015. Web. 20 Apr 2021.

Vancouver:

Duclos A. Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10012/9242.

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

Council of Science Editors:

Duclos A. Development of a Framework for Monitoring the Long-Term Performance of Perpetual Pavements. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9242

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


University of Waterloo

30. Mabood, Fazal. Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage.

Degree: 2008, University of Waterloo

 The introduction of the use of Tire Pressure Control Systems (TPCS) to improve the productivity of the Canadian trucking industry is gaining momentum. The imposition… (more)

Subjects/Keywords: Tire pressure control system (TPCS); PFWD; FWD; BB; environmental sensors; thermistor string; Seasonal load restrictions (SLR); freeze thaw; thaw duration

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

APA (6th Edition):

Mabood, F. (2008). Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3978

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):

Mabood, Fazal. “Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage.” 2008. Thesis, University of Waterloo. Accessed April 20, 2021. http://hdl.handle.net/10012/3978.

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

MLA Handbook (7th Edition):

Mabood, Fazal. “Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage.” 2008. Web. 20 Apr 2021.

Vancouver:

Mabood F. Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2021 Apr 20]. Available from: http://hdl.handle.net/10012/3978.

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

Council of Science Editors:

Mabood F. Evaluating Tire Pressure Control System to Improve Productivity and Mitigate Pavement Damage. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3978

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

[1] [2]

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