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You searched for subject:(Flexible Pavement). Showing records 1 – 30 of 82 total matches.

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Vanderbilt University

1. Retherford, Jennifer Queen. Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods.

Degree: PhD, Civil Engineering, 2012, Vanderbilt University

 This dissertation develops a systematic and comprehensive approach to management of uncertainty by accomplishing four major objectives: address model uncertainty for the permanent deformation model,… (more)

Subjects/Keywords: flexible pavement design; reliability analysis

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

APA (6th Edition):

Retherford, J. Q. (2012). Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/13173

Chicago Manual of Style (16th Edition):

Retherford, Jennifer Queen. “Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods.” 2012. Doctoral Dissertation, Vanderbilt University. Accessed April 13, 2021. http://hdl.handle.net/1803/13173.

MLA Handbook (7th Edition):

Retherford, Jennifer Queen. “Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods.” 2012. Web. 13 Apr 2021.

Vancouver:

Retherford JQ. Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods. [Internet] [Doctoral dissertation]. Vanderbilt University; 2012. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/1803/13173.

Council of Science Editors:

Retherford JQ. Management of Uncertainty for Flexible Pavement Design Utilizing Analytical and Probabilistic Methods. [Doctoral Dissertation]. Vanderbilt University; 2012. Available from: http://hdl.handle.net/1803/13173


Texas A&M University

2. Gu, Fan. Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 Unbound granular materials (UGMs) constitute the supporting layer of flexible pavements. The performance of unbound granular base layer has been widely recognized to be influenced… (more)

Subjects/Keywords: Geogrid; Granular Material; Flexible Pavement

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APA (6th Edition):

Gu, F. (2015). Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156410

Chicago Manual of Style (16th Edition):

Gu, Fan. “Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements.” 2015. Doctoral Dissertation, Texas A&M University. Accessed April 13, 2021. http://hdl.handle.net/1969.1/156410.

MLA Handbook (7th Edition):

Gu, Fan. “Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements.” 2015. Web. 13 Apr 2021.

Vancouver:

Gu F. Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/1969.1/156410.

Council of Science Editors:

Gu F. Characterization and Performance Prediction of Unbound Granular Bases with and Without Geogrids in Flexible Pavements. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156410


Indian Institute of Science

3. Dilip, Deepthi Mary. Stochastic Modelling of Flexible Pavement Performance.

Degree: PhD, Faculty of Engineering, 2017, Indian Institute of Science

 Stochastic analysis provides a rationale for the treatment of uncertainties, founded on the principles of probability theory and statistics, and is concerned with a quantifiable… (more)

Subjects/Keywords: Flexible Pavements; Pavement Performance; Flexible Pavement Performance Models; Pavement Management System; Global Sensitivity Analysis; Mechanistic-Empirical Pavement Design; Flexible Pavement System Reliability Analysis; Pavement Structural Modelling; Flexible Pavement Design; Flexible Pavement Responses; Long Lasting Pavements; Pavement Structures; Civil Engineering

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APA (6th Edition):

Dilip, D. M. (2017). Stochastic Modelling of Flexible Pavement Performance. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2766

Chicago Manual of Style (16th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2017. Doctoral Dissertation, Indian Institute of Science. Accessed April 13, 2021. http://etd.iisc.ac.in/handle/2005/2766.

MLA Handbook (7th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2017. Web. 13 Apr 2021.

Vancouver:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2017. [cited 2021 Apr 13]. Available from: http://etd.iisc.ac.in/handle/2005/2766.

Council of Science Editors:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Doctoral Dissertation]. Indian Institute of Science; 2017. Available from: http://etd.iisc.ac.in/handle/2005/2766


Addis Ababa University

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

Degree: 2012, Addis Ababa University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Amare, Setegn. “Software Development for the AASHTO and ERA Flexible Pavement Design Methods .” 2012. Thesis, Addis Ababa University. Accessed April 13, 2021. http://etd.aau.edu.et/dspace/handle/123456789/4131.

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

MLA Handbook (7th Edition):

Amare, Setegn. “Software Development for the AASHTO and ERA Flexible Pavement Design Methods .” 2012. Web. 13 Apr 2021.

Vancouver:

Amare S. Software Development for the AASHTO and ERA Flexible Pavement Design Methods . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2021 Apr 13]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4131.

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

Council of Science Editors:

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

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


KTH

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

Degree: Transport Science, 2011, KTH

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Bekele, Abiy. “Implementation of the AASHTO pavement design procedures into MULTI-PAVE.” 2011. Thesis, KTH. Accessed April 13, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064.

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

MLA Handbook (7th Edition):

Bekele, Abiy. “Implementation of the AASHTO pavement design procedures into MULTI-PAVE.” 2011. Web. 13 Apr 2021.

Vancouver:

Bekele A. Implementation of the AASHTO pavement design procedures into MULTI-PAVE. [Internet] [Thesis]. KTH; 2011. [cited 2021 Apr 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064.

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

Council of Science Editors:

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

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

6. Sreedevi, B G. A study on the performance of flexible pavements on mature soil subgrades.

Degree: 2014, Cochin University of Science and Technology

 The country has witnessed tremendous increase in the vehicle population and increased axle loading pattern during the last decade, leaving its road network overstressed and… (more)

Subjects/Keywords: mature soil subgrades; Flexible Pavement Deterioration Mechanism; Performance Evaluation of Pavements

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APA (6th Edition):

Sreedevi, B. G. (2014). A study on the performance of flexible pavements on mature soil subgrades. (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/4964

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):

Sreedevi, B G. “A study on the performance of flexible pavements on mature soil subgrades.” 2014. Thesis, Cochin University of Science and Technology. Accessed April 13, 2021. http://dyuthi.cusat.ac.in/purl/4964.

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

MLA Handbook (7th Edition):

Sreedevi, B G. “A study on the performance of flexible pavements on mature soil subgrades.” 2014. Web. 13 Apr 2021.

Vancouver:

Sreedevi BG. A study on the performance of flexible pavements on mature soil subgrades. [Internet] [Thesis]. Cochin University of Science and Technology; 2014. [cited 2021 Apr 13]. Available from: http://dyuthi.cusat.ac.in/purl/4964.

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

Council of Science Editors:

Sreedevi BG. A study on the performance of flexible pavements on mature soil subgrades. [Thesis]. Cochin University of Science and Technology; 2014. Available from: http://dyuthi.cusat.ac.in/purl/4964

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


Mississippi State University

7. Barham, Jason Michael. EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER.

Degree: MS, Civil and Environmental Engineering, 2011, Mississippi State University

  Chip and scrub seal treatments are common pavement preservation practices that use asphalt emulsions. Their performance has been studied for several years, yet many… (more)

Subjects/Keywords: Asphalt Emulsion; Bending Beam Rheometer; Flexible Pavement; Stiffness

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APA (6th Edition):

Barham, J. M. (2011). EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-11042011-104514/ ;

Chicago Manual of Style (16th Edition):

Barham, Jason Michael. “EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER.” 2011. Masters Thesis, Mississippi State University. Accessed April 13, 2021. http://sun.library.msstate.edu/ETD-db/theses/available/etd-11042011-104514/ ;.

MLA Handbook (7th Edition):

Barham, Jason Michael. “EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER.” 2011. Web. 13 Apr 2021.

Vancouver:

Barham JM. EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER. [Internet] [Masters thesis]. Mississippi State University; 2011. [cited 2021 Apr 13]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-11042011-104514/ ;.

Council of Science Editors:

Barham JM. EFFECT OF ASPHALT EMULSION ON SURFACE TREATED FLEXIBLE PAVEMENTS USING THE BENDING BEAM RHEOMETER. [Masters Thesis]. Mississippi State University; 2011. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-11042011-104514/ ;

8. Konudula Chinnapa Reddy. Reinforced flexible pavement design over clayey Subgrades; -.

Degree: Engineering, 2013, Andhra University

The development of any country depends on accessibility and interconnectivity to different places through well connected transportation network. Road transportation is the most adaptable mode… (more)

Subjects/Keywords: Civil Engineering; Clay Subgrades; Reinforced flexible pavement design; Expansive Soils

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APA (6th Edition):

Reddy, K. C. (2013). Reinforced flexible pavement design over clayey Subgrades; -. (Thesis). Andhra University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/8702

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):

Reddy, Konudula Chinnapa. “Reinforced flexible pavement design over clayey Subgrades; -.” 2013. Thesis, Andhra University. Accessed April 13, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/8702.

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

MLA Handbook (7th Edition):

Reddy, Konudula Chinnapa. “Reinforced flexible pavement design over clayey Subgrades; -.” 2013. Web. 13 Apr 2021.

Vancouver:

Reddy KC. Reinforced flexible pavement design over clayey Subgrades; -. [Internet] [Thesis]. Andhra University; 2013. [cited 2021 Apr 13]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/8702.

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

Council of Science Editors:

Reddy KC. Reinforced flexible pavement design over clayey Subgrades; -. [Thesis]. Andhra University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/8702

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


University of Johannesburg

9. Theyse, Hechter Lucien. The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data.

Degree: 2008, University of Johannesburg

 The work presented in this thesis is aimed at improving the accuracy of one of the components of a flexible pavement design procedure commonly used… (more)

Subjects/Keywords: pavement testing; flexible pavements

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APA (6th Edition):

Theyse, H. L. (2008). The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/469

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):

Theyse, Hechter Lucien. “The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data.” 2008. Thesis, University of Johannesburg. Accessed April 13, 2021. http://hdl.handle.net/10210/469.

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

MLA Handbook (7th Edition):

Theyse, Hechter Lucien. “The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data.” 2008. Web. 13 Apr 2021.

Vancouver:

Theyse HL. The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data. [Internet] [Thesis]. University of Johannesburg; 2008. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10210/469.

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

Council of Science Editors:

Theyse HL. The development of mechanistic-empirical permanent subgrade deformation models from heavy vehicle simulator data. [Thesis]. University of Johannesburg; 2008. Available from: http://hdl.handle.net/10210/469

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


University of Wollongong

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Apolo, Matthew Mendes. “Decision support system for the remediation of flexible road pavements in local government.” 2015. Masters Thesis, University of Wollongong. Accessed April 13, 2021. 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392.

MLA Handbook (7th Edition):

Apolo, Matthew Mendes. “Decision support system for the remediation of flexible road pavements in local government.” 2015. Web. 13 Apr 2021.

Vancouver:

Apolo MM. Decision support system for the remediation of flexible road pavements in local government. [Internet] [Masters thesis]. University of Wollongong; 2015. [cited 2021 Apr 13]. Available from: 0905 CIVIL ENGINEERING, 090502 Construction Engineering, 090505 Infrastructure Engineering and Asset Management, 090507 Transport Engineering ; https://ro.uow.edu.au/theses/4392.

Council of Science Editors:

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


Virginia Tech

11. Bhutta, Salman Ahmed. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.

Degree: PhD, Civil Engineering, 1998, Virginia Tech

 In June 1994, a 150-m-long secondary road pavement section was built as part of the realignment of route 616 and 757 in Bedford County, Virginia… (more)

Subjects/Keywords: geosynthetics; flexible pavement design; separation

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APA (6th Edition):

Bhutta, S. A. (1998). Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30446

Chicago Manual of Style (16th Edition):

Bhutta, Salman Ahmed. “Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.” 1998. Doctoral Dissertation, Virginia Tech. Accessed April 13, 2021. http://hdl.handle.net/10919/30446.

MLA Handbook (7th Edition):

Bhutta, Salman Ahmed. “Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements.” 1998. Web. 13 Apr 2021.

Vancouver:

Bhutta SA. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. [Internet] [Doctoral dissertation]. Virginia Tech; 1998. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10919/30446.

Council of Science Editors:

Bhutta SA. Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements. [Doctoral Dissertation]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/30446

12. Cliatt, Bradley - Watson. Characterization on unbound materials for flexible pavement design.

Degree: 2020, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Current pavement design procedures, for unbound layers, are often empirically based on previous research and/or based on in-situ experience. However, it is known that these… (more)

Subjects/Keywords: Εύκαμπτα οδοστρώματα; Διαστασιολόγηση οδοστρωμάτων; Προσομοίωση; Ασύνδετα υλικά; Μη γραμμικό; Flexible pavement; Pavement design; Modelling; Unbound layer; Nonlinear

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APA (6th Edition):

Cliatt, B. -. W. (2020). Characterization on unbound materials for flexible pavement design. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/47550

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):

Cliatt, Bradley - Watson. “Characterization on unbound materials for flexible pavement design.” 2020. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed April 13, 2021. http://hdl.handle.net/10442/hedi/47550.

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

MLA Handbook (7th Edition):

Cliatt, Bradley - Watson. “Characterization on unbound materials for flexible pavement design.” 2020. Web. 13 Apr 2021.

Vancouver:

Cliatt B-W. Characterization on unbound materials for flexible pavement design. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2020. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10442/hedi/47550.

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

Council of Science Editors:

Cliatt B-W. Characterization on unbound materials for flexible pavement design. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2020. Available from: http://hdl.handle.net/10442/hedi/47550

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


Universidade Federal de Viçosa

13. Marcelo Corrêa da Silva. Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV.

Degree: 2006, Universidade Federal de Viçosa

This work evaluated the asphalt pavements of the Federal University of Viçosa (UFV), where functional and structural data were collected based on the rules of… (more)

Subjects/Keywords: ENGENHARIA CIVIL; Planejamento viário; Campus UFV; Pavimento flexível; Avaliação estrutural; Asphalt pavement planning; Federal University of Viçosa; Flexible pavement; Structural evaluation

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

APA (6th Edition):

Silva, M. C. d. (2006). Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=551

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):

Silva, Marcelo Corrêa da. “Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV.” 2006. Thesis, Universidade Federal de Viçosa. Accessed April 13, 2021. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=551.

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

MLA Handbook (7th Edition):

Silva, Marcelo Corrêa da. “Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV.” 2006. Web. 13 Apr 2021.

Vancouver:

Silva MCd. Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV. [Internet] [Thesis]. Universidade Federal de Viçosa; 2006. [cited 2021 Apr 13]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=551.

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

Council of Science Editors:

Silva MCd. Avaliação Funcional e Estrutural das Vias Asfaltadas do Campus da UFV. [Thesis]. Universidade Federal de Viçosa; 2006. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=551

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


Michigan Technological University

14. Kabir, Rezwana. NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING.

Degree: MS, Department of Civil and Environmental Engineering, 2015, Michigan Technological University

  The highway system serves as the most critical transportation link in the economic development of a nation. In Michigan, about 74% of all the… (more)

Subjects/Keywords: Rigid pavement; Flexible pavement; Heavy truck loading; Structural response; Damage analysis; Civil Engineering; Other Civil and Environmental Engineering; Transportation Engineering

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

APA (6th Edition):

Kabir, R. (2015). NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING. (Masters Thesis). Michigan Technological University. Retrieved from https://digitalcommons.mtu.edu/etdr/23

Chicago Manual of Style (16th Edition):

Kabir, Rezwana. “NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING.” 2015. Masters Thesis, Michigan Technological University. Accessed April 13, 2021. https://digitalcommons.mtu.edu/etdr/23.

MLA Handbook (7th Edition):

Kabir, Rezwana. “NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING.” 2015. Web. 13 Apr 2021.

Vancouver:

Kabir R. NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING. [Internet] [Masters thesis]. Michigan Technological University; 2015. [cited 2021 Apr 13]. Available from: https://digitalcommons.mtu.edu/etdr/23.

Council of Science Editors:

Kabir R. NUMERICAL STUDY OF STRUCTURAL RESPONSES OF RIGID AND FLEXIBLE PAVEMENTS UNDER HEAVY VEHICLES’ LOADING. [Masters Thesis]. Michigan Technological University; 2015. Available from: https://digitalcommons.mtu.edu/etdr/23

15. Natália de Souza Correia. Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays.

Degree: 2014, University of São Paulo

The study of innovative pavements is of significant importance in geotechnical engineering in Brazil, due to the continued need to increase the network of roadways.… (more)

Subjects/Keywords: camada asfáltica; ensaios acelerados de pavimento; geogrelha; pavimento flexível; reforço; accelerated pavement testing; asphalt overlay; flexible pavement; geogrid; reinforcement

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APA (6th Edition):

Correia, N. d. S. (2014). Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/

Chicago Manual of Style (16th Edition):

Correia, Natália de Souza. “Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays.” 2014. Doctoral Dissertation, University of São Paulo. Accessed April 13, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/.

MLA Handbook (7th Edition):

Correia, Natália de Souza. “Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays.” 2014. Web. 13 Apr 2021.

Vancouver:

Correia NdS. Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2021 Apr 13]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/.

Council of Science Editors:

Correia NdS. Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays. [Doctoral Dissertation]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/

16. Rocha, Marcos Lamha. Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis.

Degree: 2020, Universidade Federal de Juiz de Fora (UFJF); Programa de Pós-graduação em Engenharia Civil (PEC); UFJF; Brasil; Faculdade de Engenharia

 Atualmente se dispõe de uma série de métodos computacionais (softwares) que proporcionam a retroanálise de estruturas de pavimento. A maioria destes softwares utilizam as medidas… (more)

Subjects/Keywords: CNPQ::ENGENHARIAS::ENGENHARIA CIVIL; Pavimento flexível; Retroanálise; Mecânica dos pavimentos; Módulo de resiliência; Flexible pavement; Backcalculation; Pavement mechanics; Resilient moduli

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APA (6th Edition):

Rocha, M. L. (2020). Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis. (Masters Thesis). Universidade Federal de Juiz de Fora (UFJF); Programa de Pós-graduação em Engenharia Civil (PEC); UFJF; Brasil; Faculdade de Engenharia. Retrieved from https://repositorio.ufjf.br/jspui/handle/ufjf/11635

Chicago Manual of Style (16th Edition):

Rocha, Marcos Lamha. “Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis.” 2020. Masters Thesis, Universidade Federal de Juiz de Fora (UFJF); Programa de Pós-graduação em Engenharia Civil (PEC); UFJF; Brasil; Faculdade de Engenharia. Accessed April 13, 2021. https://repositorio.ufjf.br/jspui/handle/ufjf/11635.

MLA Handbook (7th Edition):

Rocha, Marcos Lamha. “Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis.” 2020. Web. 13 Apr 2021.

Vancouver:

Rocha ML. Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis. [Internet] [Masters thesis]. Universidade Federal de Juiz de Fora (UFJF); Programa de Pós-graduação em Engenharia Civil (PEC); UFJF; Brasil; Faculdade de Engenharia; 2020. [cited 2021 Apr 13]. Available from: https://repositorio.ufjf.br/jspui/handle/ufjf/11635.

Council of Science Editors:

Rocha ML. Influência dos módulos de resiliência inicias no procedimento de retroanálise de pavimentos flexíveis. [Masters Thesis]. Universidade Federal de Juiz de Fora (UFJF); Programa de Pós-graduação em Engenharia Civil (PEC); UFJF; Brasil; Faculdade de Engenharia; 2020. Available from: https://repositorio.ufjf.br/jspui/handle/ufjf/11635


Ryerson University

17. Waseem, Afzal. Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.

Degree: 2013, Ryerson University

 The AASHTO-supported interim Mechanistic-Empirical Pavement Design Guide (MEPDG) was published in 2008 for trial use. However, local calibration of the empirical distress models in the… (more)

Subjects/Keywords: Pavements, Flexible  – Design and construction.; Pavements, Flexible  – Ontario  – Evaluation.; Mechanistic-Empirical Pavement Design Guide.; Pavements  – Design and construction  – Handbooks, manuals, etc.

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APA (6th Edition):

Waseem, A. (2013). Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2884

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):

Waseem, Afzal. “Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.” 2013. Thesis, Ryerson University. Accessed April 13, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A2884.

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

MLA Handbook (7th Edition):

Waseem, Afzal. “Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.” 2013. Web. 13 Apr 2021.

Vancouver:

Waseem A. Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements. [Internet] [Thesis]. Ryerson University; 2013. [cited 2021 Apr 13]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2884.

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

Council of Science Editors:

Waseem A. Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2884

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


Penn State University

18. Miller, Eric Jordan. Revised Beta Criteria For the CBR Airfield Pavement Design Method.

Degree: 2012, Penn State University

 The empirical California Bearing Ratio (CBR) design method for flexible airfield pavements has been a mainstay for practicing engineers for decades. Its simplicity and proven… (more)

Subjects/Keywords: CBR; california bearing ratio; airfield; flexible; pavement; asphalt; HMA; ACC; structural design

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APA (6th Edition):

Miller, E. J. (2012). Revised Beta Criteria For the CBR Airfield Pavement Design Method. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/16154

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):

Miller, Eric Jordan. “Revised Beta Criteria For the CBR Airfield Pavement Design Method.” 2012. Thesis, Penn State University. Accessed April 13, 2021. https://submit-etda.libraries.psu.edu/catalog/16154.

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

MLA Handbook (7th Edition):

Miller, Eric Jordan. “Revised Beta Criteria For the CBR Airfield Pavement Design Method.” 2012. Web. 13 Apr 2021.

Vancouver:

Miller EJ. Revised Beta Criteria For the CBR Airfield Pavement Design Method. [Internet] [Thesis]. Penn State University; 2012. [cited 2021 Apr 13]. Available from: https://submit-etda.libraries.psu.edu/catalog/16154.

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

Council of Science Editors:

Miller EJ. Revised Beta Criteria For the CBR Airfield Pavement Design Method. [Thesis]. Penn State University; 2012. Available from: https://submit-etda.libraries.psu.edu/catalog/16154

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

19. Silva, Emanuel Sousa. Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias.

Degree: 2015, Instituto Politécnico do Porto

Este relatório foi realizado no âmbito da unidade curricular de DIPRE (Dissertação/Projecto/Estágio) lecionada no Mestrado em Engenharia Civil – Infraestruturas, no Instituto Superior de Engenharia… (more)

Subjects/Keywords: Pavimentos; Flexível; Rígido; Mobilidade; Travessia; Orçamento; Rendimento; Pavement; Flexible; Rigid; Mobility; Crossing; Budget; Income; Infraestruturas

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APA (6th Edition):

Silva, E. S. (2015). Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/7123

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):

Silva, Emanuel Sousa. “Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias.” 2015. Thesis, Instituto Politécnico do Porto. Accessed April 13, 2021. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/7123.

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

MLA Handbook (7th Edition):

Silva, Emanuel Sousa. “Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias.” 2015. Web. 13 Apr 2021.

Vancouver:

Silva ES. Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2021 Apr 13]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/7123.

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

Council of Science Editors:

Silva ES. Aperfeiçoamento dos Métodos Utilizados, para a Orçamentação e Planeamento de Obras Rodoviárias. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/7123

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


University of New Mexico

20. Ahmed, Mesbah. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.

Degree: Civil Engineering, 2016, University of New Mexico

Pavement layer materials are typically assumed to be isotropic in determining pavement responses, such as stress and strain. The main benefit of the isotropic… (more)

Subjects/Keywords: Cross-Anisotropy; Asphalt Concrete; Flexible Pavement; Dynamic Finite Element Model; Nonlinearity; Civil and Environmental Engineering

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APA (6th Edition):

Ahmed, M. (2016). On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32271

Chicago Manual of Style (16th Edition):

Ahmed, Mesbah. “On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.” 2016. Doctoral Dissertation, University of New Mexico. Accessed April 13, 2021. http://hdl.handle.net/1928/32271.

MLA Handbook (7th Edition):

Ahmed, Mesbah. “On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses.” 2016. Web. 13 Apr 2021.

Vancouver:

Ahmed M. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. [Internet] [Doctoral dissertation]. University of New Mexico; 2016. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/1928/32271.

Council of Science Editors:

Ahmed M. On Cross-Anisotropy of Flexible Pavement Layer Materials for Improved Pavement Responses. [Doctoral Dissertation]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32271

21. Nimeri, Mohamed A. Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation.

Degree: 2016, University of Nevada – Reno

 Nowadays, industrial facilities are undergoing massive upgrades and innovations, which require moving Superheavy Loads (SHLs), these are loads with a gross vehicle weight (GVW) and… (more)

Subjects/Keywords: Bearing Capacity; Flexible Pavement; Load Nucleus; Stress Level; Stress Tensor; Superheavy Load; WRSC

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APA (6th Edition):

Nimeri, M. A. (2016). Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2269

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):

Nimeri, Mohamed A. “Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation.” 2016. Thesis, University of Nevada – Reno. Accessed April 13, 2021. http://hdl.handle.net/11714/2269.

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

MLA Handbook (7th Edition):

Nimeri, Mohamed A. “Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation.” 2016. Web. 13 Apr 2021.

Vancouver:

Nimeri MA. Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation. [Internet] [Thesis]. University of Nevada – Reno; 2016. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/11714/2269.

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

Council of Science Editors:

Nimeri MA. Evaluating Superheavy Load Movement on Flexible Pavements: Identifying Load Nucleus and Elements of Bearing Capacity Investigation. [Thesis]. University of Nevada – Reno; 2016. Available from: http://hdl.handle.net/11714/2269

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

22. Ailton Frank Barbosa Ressutte. Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo.

Degree: 2017, University of São Paulo

A utilização da tela de aço como reforço de pavimentos asfálticos no combate ao trincamento por reflexão é uma alternativa utilizada desde 1980 em países… (more)

Subjects/Keywords: Aço; Estruturas; Pavimentos flexíveis (Durabilidade); Backcalculation; Flexible pavement; Parametric model; Steel mesh; Structural reinforcement

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APA (6th Edition):

Ressutte, A. F. B. (2017). Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-23062017-142041/

Chicago Manual of Style (16th Edition):

Ressutte, Ailton Frank Barbosa. “Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo.” 2017. Masters Thesis, University of São Paulo. Accessed April 13, 2021. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-23062017-142041/.

MLA Handbook (7th Edition):

Ressutte, Ailton Frank Barbosa. “Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo.” 2017. Web. 13 Apr 2021.

Vancouver:

Ressutte AFB. Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo. [Internet] [Masters thesis]. University of São Paulo; 2017. [cited 2021 Apr 13]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-23062017-142041/.

Council of Science Editors:

Ressutte AFB. Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo. [Masters Thesis]. University of São Paulo; 2017. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-23062017-142041/


Vilnius Gediminas Technical University

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

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

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Bulevičius, Matas. “Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams.” 2014. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed April 13, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;.

MLA Handbook (7th Edition):

Bulevičius, Matas. “Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams.” 2014. Web. 13 Apr 2021.

Vancouver:

Bulevičius M. Kelių tampriosios dangos konstrukcijų savybių įtaka jų viršutinio sluoksnio eksploataciniams rodikliams. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2014. [cited 2021 Apr 13]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135207-30096 ;.

Council of Science Editors:

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


Vilnius Gediminas Technical University

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Bulevičius, Matas. “Influence of the properties of flexible road pavement structure on the service indices of wearing courses.” 2014. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed April 13, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;.

MLA Handbook (7th Edition):

Bulevičius, Matas. “Influence of the properties of flexible road pavement structure on the service indices of wearing courses.” 2014. Web. 13 Apr 2021.

Vancouver:

Bulevičius M. Influence of the properties of flexible road pavement structure on the service indices of wearing courses. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2014. [cited 2021 Apr 13]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140225_135355-45620 ;.

Council of Science Editors:

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


University of Waterloo

25. Bayat, Alireza. Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement.

Degree: 2009, University of Waterloo

 There is a growing interest for the use of mechanistic procedures and analytical methods in the design and evaluation of pavement structure rather than empirical… (more)

Subjects/Keywords: Pavement Response; Instrumentation; Flexible Pavement; Environmental Loads; Wheel Loads; Pavement Performance

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APA (6th Edition):

Bayat, A. (2009). Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/4579

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):

Bayat, Alireza. “Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement.” 2009. Thesis, University of Waterloo. Accessed April 13, 2021. http://hdl.handle.net/10012/4579.

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

MLA Handbook (7th Edition):

Bayat, Alireza. “Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement.” 2009. Web. 13 Apr 2021.

Vancouver:

Bayat A. Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement. [Internet] [Thesis]. University of Waterloo; 2009. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10012/4579.

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

Council of Science Editors:

Bayat A. Field and Numerical Investigation to Determine the Impact of Environmental and Wheel Loads on Flexible Pavement. [Thesis]. University of Waterloo; 2009. Available from: http://hdl.handle.net/10012/4579

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


Virginia Tech

26. Diefenderfer, Brian Keith. Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures.

Degree: PhD, Civil Engineering, 2002, Virginia Tech

 A majority of the primary roadways in the United States are constructed using hot-mix asphalt (HMA) placed over a granular base material. The strength of… (more)

Subjects/Keywords: flexible pavement; temperature profile; pavement moisture; thermocouple; TDR; moisture content; pavement temperature

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

APA (6th Edition):

Diefenderfer, B. K. (2002). Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27492

Chicago Manual of Style (16th Edition):

Diefenderfer, Brian Keith. “Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures.” 2002. Doctoral Dissertation, Virginia Tech. Accessed April 13, 2021. http://hdl.handle.net/10919/27492.

MLA Handbook (7th Edition):

Diefenderfer, Brian Keith. “Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures.” 2002. Web. 13 Apr 2021.

Vancouver:

Diefenderfer BK. Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2002. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10919/27492.

Council of Science Editors:

Diefenderfer BK. Moisture Content Determination and Temperature Profile Modeling of Flexible Pavement Structures. [Doctoral Dissertation]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/27492

27. Ahsanuzzaman, MD. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.

Degree: 2013, University of Nevada – Reno

 The purpose of this research was to evaluate the dynamic variation in asphalt pavement critical responses due to dynamic tire load variations. An attempt was… (more)

Subjects/Keywords: Dynamic Load Cofficient; Dynamic Response Coefficient; Flexible Pavement Response Evaluation due to Dynamic Tire Loads by 3D Move Program; Impact of Dynamic Loads in Flexible Pavement Responses; Pavement Responses due to Dynamic Tire Loads; Tire Pavement Interactions due to Dynamic Load; WRSC

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

APA (6th Edition):

Ahsanuzzaman, M. (2013). Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3254

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):

Ahsanuzzaman, MD. “Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.” 2013. Thesis, University of Nevada – Reno. Accessed April 13, 2021. http://hdl.handle.net/11714/3254.

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

MLA Handbook (7th Edition):

Ahsanuzzaman, MD. “Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses.” 2013. Web. 13 Apr 2021.

Vancouver:

Ahsanuzzaman M. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/11714/3254.

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

Council of Science Editors:

Ahsanuzzaman M. Impact Of The Variation In Dynamic Vehicle Load On Flexible Pavement Responses. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3254

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


Wayne State University

28. Naiel, Asmaiel Kodan. Flexible Pavement Rut Depth Modeling For Different Climate Zones.

Degree: PhD, Civil and Environmental Engineering, 2010, Wayne State University

Pavement rutting is one of the most important types of pavement distress that affect road safety and ride quality. Therefore, the primary objective of… (more)

Subjects/Keywords: Climate Zones; Flexible Pavement; Long Term Pavement Performance Program; Pavement Performance; Pavement Rutting; Rutting Empirical Model; Civil Engineering

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

APA (6th Edition):

Naiel, A. K. (2010). Flexible Pavement Rut Depth Modeling For Different Climate Zones. (Doctoral Dissertation). Wayne State University. Retrieved from https://digitalcommons.wayne.edu/oa_dissertations/179

Chicago Manual of Style (16th Edition):

Naiel, Asmaiel Kodan. “Flexible Pavement Rut Depth Modeling For Different Climate Zones.” 2010. Doctoral Dissertation, Wayne State University. Accessed April 13, 2021. https://digitalcommons.wayne.edu/oa_dissertations/179.

MLA Handbook (7th Edition):

Naiel, Asmaiel Kodan. “Flexible Pavement Rut Depth Modeling For Different Climate Zones.” 2010. Web. 13 Apr 2021.

Vancouver:

Naiel AK. Flexible Pavement Rut Depth Modeling For Different Climate Zones. [Internet] [Doctoral dissertation]. Wayne State University; 2010. [cited 2021 Apr 13]. Available from: https://digitalcommons.wayne.edu/oa_dissertations/179.

Council of Science Editors:

Naiel AK. Flexible Pavement Rut Depth Modeling For Different Climate Zones. [Doctoral Dissertation]. Wayne State University; 2010. Available from: https://digitalcommons.wayne.edu/oa_dissertations/179


Louisiana State University

29. Hanandeh, Shadi. Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing.

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

 Weak soil is a common problem in road construction. Whether it is a temporary access road or a permanent road built over a weak subgrade,… (more)

Subjects/Keywords: and Pavement Construction Quality Control; Materials Characterization; Nondestructive testing for Pavement; Mechanistic-Empirical Pavement Design Guide Mecha; Non-Linear regression; Instrumentation; Soil Stabilization; Flexible Pavement; Base layer Reinforcement; Full Scale Testing; Accelerated Load Testing; Geosynthetics

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

APA (6th Edition):

Hanandeh, S. (2016). Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-11012016-162954 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4421

Chicago Manual of Style (16th Edition):

Hanandeh, Shadi. “Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing.” 2016. Doctoral Dissertation, Louisiana State University. Accessed April 13, 2021. etd-11012016-162954 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4421.

MLA Handbook (7th Edition):

Hanandeh, Shadi. “Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing.” 2016. Web. 13 Apr 2021.

Vancouver:

Hanandeh S. Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing. [Internet] [Doctoral dissertation]. Louisiana State University; 2016. [cited 2021 Apr 13]. Available from: etd-11012016-162954 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4421.

Council of Science Editors:

Hanandeh S. Performance Evaluation of Instrumented Geosynthetics Reinforced Paved Test Sections Built Over Weak Subgrade Using Accelerated Load Testing. [Doctoral Dissertation]. Louisiana State University; 2016. Available from: etd-11012016-162954 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4421


Penn State University

30. Kermani, Behnoud. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.

Degree: 2018, Penn State University

 Particle transport and its subsequent deposition in porous media play a significant role in the performance of civil infrastructure such as pavements. Pavement structure typically… (more)

Subjects/Keywords: Cyclic loading; Faulting; Flexible pavement; Geosynthetics; Geotextiles; MMLS3; Particle transport; Pore water pressure; Pumping; Rigid pavement; Rutting; Subgrade fines migration; Traffic loading

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

APA (6th Edition):

Kermani, B. (2018). Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/15136bzk5102

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):

Kermani, Behnoud. “Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.” 2018. Thesis, Penn State University. Accessed April 13, 2021. https://submit-etda.libraries.psu.edu/catalog/15136bzk5102.

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

MLA Handbook (7th Edition):

Kermani, Behnoud. “Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.” 2018. Web. 13 Apr 2021.

Vancouver:

Kermani B. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. [Internet] [Thesis]. Penn State University; 2018. [cited 2021 Apr 13]. Available from: https://submit-etda.libraries.psu.edu/catalog/15136bzk5102.

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

Council of Science Editors:

Kermani B. Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. [Thesis]. Penn State University; 2018. Available from: https://submit-etda.libraries.psu.edu/catalog/15136bzk5102

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

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