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You searched for subject:(Pavement Performance). Showing records 1 – 30 of 69 total matches.

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Virginia Tech

1. Bryce, James Matthew. A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 The objective of this research was to develop a structural index for use in network-level pavement evaluation, which facilitates the inclusion of the pavements structural… (more)

Subjects/Keywords: pavement structural capacity; Pavement evaluation; performance prediction; pavement distresses; pavement management

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

APA (6th Edition):

Bryce, J. M. (2012). A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/76970

Chicago Manual of Style (16th Edition):

Bryce, James Matthew. “A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements.” 2012. Masters Thesis, Virginia Tech. Accessed November 23, 2017. http://hdl.handle.net/10919/76970.

MLA Handbook (7th Edition):

Bryce, James Matthew. “A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements.” 2012. Web. 23 Nov 2017.

Vancouver:

Bryce JM. A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10919/76970.

Council of Science Editors:

Bryce JM. A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/76970


University of Waterloo

2. 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 November 23, 2017. 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. 23 Nov 2017.

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 2017 Nov 23]. 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


University of Alberta

3. Norouzi, Meisam. Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data.

Degree: MS, Department of Civil and Environmental Engineering, 2013, University of Alberta

 The highway network of Alberta is the major component of its infrastructure system which is difficult to be maintained. The first part of this study… (more)

Subjects/Keywords: Pavement performance, Seasonal Variation, LTPP,

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

APA (6th Edition):

Norouzi, M. (2013). Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ks65hd75m

Chicago Manual of Style (16th Edition):

Norouzi, Meisam. “Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data.” 2013. Masters Thesis, University of Alberta. Accessed November 23, 2017. https://era.library.ualberta.ca/files/ks65hd75m.

MLA Handbook (7th Edition):

Norouzi, Meisam. “Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data.” 2013. Web. 23 Nov 2017.

Vancouver:

Norouzi M. Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data. [Internet] [Masters thesis]. University of Alberta; 2013. [cited 2017 Nov 23]. Available from: https://era.library.ualberta.ca/files/ks65hd75m.

Council of Science Editors:

Norouzi M. Performance Evaluation of Flexible Pavements in Alberta Using Falling Weight Deflectometer Data. [Masters Thesis]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/ks65hd75m


University of Waterloo

4. Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.

Degree: 2008, University of Waterloo

 Interlocking Concrete Pavements (ICP) have been successfully used in many pavement applications all across the world. ICP design and analysis methods, construction practices and materials… (more)

Subjects/Keywords: Interlocking Concrete Pavement; Performance Evaluation

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APA (6th Edition):

Adhikari,Sudip. (2008). Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/4157

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

Chicago Manual of Style (16th Edition):

Adhikari,Sudip. “Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.” 2008. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/4157.

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

MLA Handbook (7th Edition):

Adhikari,Sudip. “Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs.” 2008. Web. 23 Nov 2017.

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

Vancouver:

Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/4157.

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

Council of Science Editors:

Adhikari,Sudip. Structural Performance Evaluation of Interlocking Concrete Pavement Crosswalk Designs. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/4157

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


University of Waterloo

5. Kafi Farashah, Mehran. Development Practices for Municipal Pavement Management Systems Application.

Degree: 2012, University of Waterloo

Pavement Management Systems (PMS) are widely used by transportation agencies to maintain safe, durable and economic road networks. PMS prioritize the maintenance and rehabilitation of… (more)

Subjects/Keywords: Pavement Management Systems; Pavement Condition Evaluation; Pavement Performance Deterioration Model; Pavement Distress

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

APA (6th Edition):

Kafi Farashah, M. (2012). Development Practices for Municipal Pavement Management Systems Application. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/6911

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):

Kafi Farashah, Mehran. “Development Practices for Municipal Pavement Management Systems Application.” 2012. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/6911.

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

MLA Handbook (7th Edition):

Kafi Farashah, Mehran. “Development Practices for Municipal Pavement Management Systems Application.” 2012. Web. 23 Nov 2017.

Vancouver:

Kafi Farashah M. Development Practices for Municipal Pavement Management Systems Application. [Internet] [Thesis]. University of Waterloo; 2012. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/6911.

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

Council of Science Editors:

Kafi Farashah M. Development Practices for Municipal Pavement Management Systems Application. [Thesis]. University of Waterloo; 2012. Available from: http://hdl.handle.net/10012/6911

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


Wayne State University

6. 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 http://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 November 23, 2017. http://digitalcommons.wayne.edu/oa_dissertations/179.

MLA Handbook (7th Edition):

Naiel, Asmaiel Kodan. “Flexible Pavement Rut Depth Modeling For Different Climate Zones.” 2010. Web. 23 Nov 2017.

Vancouver:

Naiel AK. Flexible Pavement Rut Depth Modeling For Different Climate Zones. [Internet] [Doctoral dissertation]. Wayne State University; 2010. [cited 2017 Nov 23]. Available from: http://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: http://digitalcommons.wayne.edu/oa_dissertations/179


University of Waterloo

7. Korczak, Richard. Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction.

Degree: 2013, University of Waterloo

 In 2007, the Mechanistic-Empirical Pavement Design Guide (MEPDG) was successfully approved as the new American Association of State Highway and Transportation Officials (AASHTO) pavement design… (more)

Subjects/Keywords: dynamic modulus; pavement performance; C-LTPP; pavement database

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APA (6th Edition):

Korczak, R. (2013). Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7391

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):

Korczak, Richard. “Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction.” 2013. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/7391.

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

MLA Handbook (7th Edition):

Korczak, Richard. “Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction.” 2013. Web. 23 Nov 2017.

Vancouver:

Korczak R. Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/7391.

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

Council of Science Editors:

Korczak R. Utilizing the Canadian Long-Term Pavement Performance (C-LTPP) Database for Asphalt Dynamic Modulus Prediction. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7391

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


University of Texas – Austin

8. Grebenschikov, Sergey. Impacts of windmill traffic on pavement structures.

Degree: 2010, University of Texas – Austin

 This report focuses on the impacts of traffic generated as a result of the windmill on pavement structures. The wind energy industry is a fast… (more)

Subjects/Keywords: Windmill; Wind energy; Traffic; Pavement performance; Pavement rutting

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

APA (6th Edition):

Grebenschikov, S. (2010). Impacts of windmill traffic on pavement structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1899

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):

Grebenschikov, Sergey. “Impacts of windmill traffic on pavement structures.” 2010. Thesis, University of Texas – Austin. Accessed November 23, 2017. http://hdl.handle.net/2152/ETD-UT-2010-08-1899.

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

MLA Handbook (7th Edition):

Grebenschikov, Sergey. “Impacts of windmill traffic on pavement structures.” 2010. Web. 23 Nov 2017.

Vancouver:

Grebenschikov S. Impacts of windmill traffic on pavement structures. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1899.

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

Council of Science Editors:

Grebenschikov S. Impacts of windmill traffic on pavement structures. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1899

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


Texas A&M University

9. Neshvadian Bakhsh, Keivan. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.

Degree: 2014, Texas A&M University

 The primary purpose of sealing joints in rigid pavement is to prevent or reduce the amount of water infiltrating into pavement structure. It is well… (more)

Subjects/Keywords: Pavement Infrastructure; Pavement Sustainability; Concrete Pavement; Pavement Performance; Pavement Materials; Pavement Mechanistic Empirical Modeling; Sealant Effectiveness; Joint Sealant; Seal/no Seal; Infiltration Test; Flow Test; Sealant Adhesive Failure; Sealant Installation; Subbase Erosion; Subgrade Erosion; Pavement Drainage; Faulting Mechanism; Faulting Damage Modeling; Faulting Distress; Hamburg Erosion Test; Pavement Interface Shear Stress; Pavement Interface Shear Strength; Pavement Management Performance Modeling; Infrastructure Managment

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

APA (6th Edition):

Neshvadian Bakhsh, K. (2014). Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153575

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):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Thesis, Texas A&M University. Accessed November 23, 2017. http://hdl.handle.net/1969.1/153575.

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

MLA Handbook (7th Edition):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Web. 23 Nov 2017.

Vancouver:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/1969.1/153575.

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

Council of Science Editors:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153575

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


University of New Mexico

10. Hasan, Md Amanul. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.

Degree: Civil Engineering, 2016, University of New Mexico

 Traffic is one of the key inputs in pavement design. The pavement Mechanistic-Empirical (ME) design allows three different types of input level of traffic data… (more)

Subjects/Keywords: Asphalt Pavement; Input Level; Pavement Performance; Weigh-in-Motion; Traffic Load; Cluster Analysis

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

APA (6th Edition):

Hasan, M. A. (2016). Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32955

Chicago Manual of Style (16th Edition):

Hasan, Md Amanul. “Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.” 2016. Masters Thesis, University of New Mexico. Accessed November 23, 2017. http://hdl.handle.net/1928/32955.

MLA Handbook (7th Edition):

Hasan, Md Amanul. “Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico.” 2016. Web. 23 Nov 2017.

Vancouver:

Hasan MA. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/1928/32955.

Council of Science Editors:

Hasan MA. Effects of Alternative Traffic Input Levels on Interstate Pavement Performance in New Mexico. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32955


Texas A&M University

11. Liu, Litao. A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments.

Degree: 2013, Texas A&M University

 Current materials and construction specifications for pavement preservation treatments are predominantly prescriptive and they have little or no methodical linkage between initial treatment quality and… (more)

Subjects/Keywords: performance-related specifications; pavement preservation; pavement management; performance prediction models; Bayesian models; artificial neural networks; life-cycle analysis; long-term pavement performance

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

APA (6th Edition):

Liu, L. (2013). A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151708

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):

Liu, Litao. “A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments.” 2013. Thesis, Texas A&M University. Accessed November 23, 2017. http://hdl.handle.net/1969.1/151708.

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

MLA Handbook (7th Edition):

Liu, Litao. “A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments.” 2013. Web. 23 Nov 2017.

Vancouver:

Liu L. A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/1969.1/151708.

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

Council of Science Editors:

Liu L. A Methodology for Developing Performance-Related Specifications for Pavement Preservation Treatments. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151708

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

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

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 November 23, 2017. 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. 23 Nov 2017.

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 2017 Nov 23]. 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


Penn State University

13. Kargah Ostadi, Nima. Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence.

Degree: PhD, Civil Engineering, 2013, Penn State University

 Infrastructure asset management refers to a decision support system that helps authorities in making decisions among alternatives for further development of assets or improvement of… (more)

Subjects/Keywords: pavement management; backcalculation; performance model; computational intelligence; neural network; evolutionary algorithms

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

APA (6th Edition):

Kargah Ostadi, N. (2013). Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/18688

Chicago Manual of Style (16th Edition):

Kargah Ostadi, Nima. “Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence.” 2013. Doctoral Dissertation, Penn State University. Accessed November 23, 2017. https://etda.libraries.psu.edu/catalog/18688.

MLA Handbook (7th Edition):

Kargah Ostadi, Nima. “Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence.” 2013. Web. 23 Nov 2017.

Vancouver:

Kargah Ostadi N. Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence. [Internet] [Doctoral dissertation]. Penn State University; 2013. [cited 2017 Nov 23]. Available from: https://etda.libraries.psu.edu/catalog/18688.

Council of Science Editors:

Kargah Ostadi N. Enhancing Analytical Toolboxes of Pavement Management Systems via Integration of Computational Intelligence. [Doctoral Dissertation]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/18688


Virginia Tech

14. Huang, Yucheng. Evaluating Pavement Response and Performance with Different Simulative Tests.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Simulative tests refer to the Full-scale accelerated pavement testing (APT) and laboratory wheel tracking testing, which are widely used for evaluation of pavement responses and… (more)

Subjects/Keywords: Pavement Response and Performance; simulative tests; APT; APA; MMLS 3; ALF

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APA (6th Edition):

Huang, Y. (2017). Evaluating Pavement Response and Performance with Different Simulative Tests. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78294

Chicago Manual of Style (16th Edition):

Huang, Yucheng. “Evaluating Pavement Response and Performance with Different Simulative Tests.” 2017. Doctoral Dissertation, Virginia Tech. Accessed November 23, 2017. http://hdl.handle.net/10919/78294.

MLA Handbook (7th Edition):

Huang, Yucheng. “Evaluating Pavement Response and Performance with Different Simulative Tests.” 2017. Web. 23 Nov 2017.

Vancouver:

Huang Y. Evaluating Pavement Response and Performance with Different Simulative Tests. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10919/78294.

Council of Science Editors:

Huang Y. Evaluating Pavement Response and Performance with Different Simulative Tests. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78294


Virginia Tech

15. Ercisli, Safak. Development of Enhanced Pavement Deterioration Curves.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Modeling pavement deterioration and predicting the pavement performance is crucial for optimum pavement network management. Currently only a few models exist that incorporate the structural… (more)

Subjects/Keywords: pavement deterioration curve; deterioration model; performance prediction; regression; empirical Bayesian

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APA (6th Edition):

Ercisli, S. (2015). Development of Enhanced Pavement Deterioration Curves. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56599

Chicago Manual of Style (16th Edition):

Ercisli, Safak. “Development of Enhanced Pavement Deterioration Curves.” 2015. Masters Thesis, Virginia Tech. Accessed November 23, 2017. http://hdl.handle.net/10919/56599.

MLA Handbook (7th Edition):

Ercisli, Safak. “Development of Enhanced Pavement Deterioration Curves.” 2015. Web. 23 Nov 2017.

Vancouver:

Ercisli S. Development of Enhanced Pavement Deterioration Curves. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10919/56599.

Council of Science Editors:

Ercisli S. Development of Enhanced Pavement Deterioration Curves. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56599


University of Waterloo

16. Smith, James Trevor. Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements.

Degree: 2010, University of Waterloo

 Virgin aggregate is being used faster than it is being made available creating a foreseeable shortage in the future. Despite this trend, the availability of… (more)

Subjects/Keywords: recycled concrete aggregate; material testing; pavement performance; sensors; Mechanistic-Empirical Pavement Design Guide (MEPDG); life cycle cost analysis (LCCA)

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

APA (6th Edition):

Smith, J. T. (2010). Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/4900

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):

Smith, James Trevor. “Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements.” 2010. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/4900.

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

MLA Handbook (7th Edition):

Smith, James Trevor. “Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements.” 2010. Web. 23 Nov 2017.

Vancouver:

Smith JT. Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/4900.

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

Council of Science Editors:

Smith JT. Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/4900

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


University of Canterbury

17. Steven, Bruce Daniel. The development and verification of a pavement response and performance model for unbound granular pavements.

Degree: 2005, University of Canterbury

 The research presented in this thesis covers the development, calibration and verification of two thin surfaced unbound granular pavement models: one model to predict the… (more)

Subjects/Keywords: Pavement Performance; Pavement Response; Pavement Modelling; CAPTIF; Finite Element Method; Granular Materials

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APA (6th Edition):

Steven, B. D. (2005). The development and verification of a pavement response and performance model for unbound granular pavements. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/1074

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):

Steven, Bruce Daniel. “The development and verification of a pavement response and performance model for unbound granular pavements.” 2005. Thesis, University of Canterbury. Accessed November 23, 2017. http://hdl.handle.net/10092/1074.

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

MLA Handbook (7th Edition):

Steven, Bruce Daniel. “The development and verification of a pavement response and performance model for unbound granular pavements.” 2005. Web. 23 Nov 2017.

Vancouver:

Steven BD. The development and verification of a pavement response and performance model for unbound granular pavements. [Internet] [Thesis]. University of Canterbury; 2005. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10092/1074.

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

Council of Science Editors:

Steven BD. The development and verification of a pavement response and performance model for unbound granular pavements. [Thesis]. University of Canterbury; 2005. Available from: http://hdl.handle.net/10092/1074

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


Virginia Tech

18. Gramajo, Carlos Rafael. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.

Degree: Civil Engineering, 2005, Virginia Tech

 This thesis focused on using a detailed structural evaluation of seven (three flexible and four composite) high performance in-service pavements designated as high-priority routes to… (more)

Subjects/Keywords: backcalculation; pavement evaluation; pavement structural capacity; mechanistic-empirical design; pavement distresses; performance prediction

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APA (6th Edition):

Gramajo, C. R. (2005). Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33269

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):

Gramajo, Carlos Rafael. “Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.” 2005. Thesis, Virginia Tech. Accessed November 23, 2017. http://hdl.handle.net/10919/33269.

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

MLA Handbook (7th Edition):

Gramajo, Carlos Rafael. “Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements.” 2005. Web. 23 Nov 2017.

Vancouver:

Gramajo CR. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. [Internet] [Thesis]. Virginia Tech; 2005. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10919/33269.

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

Council of Science Editors:

Gramajo CR. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. [Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/33269

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


University of Waterloo

19. Pinto, Samantha Theresa. Optimizing Airport Runway Performance by Managing Pavement Infrastructure.

Degree: 2012, University of Waterloo

 The research described herein is composed of four major areas of practice. It examines the overall performance of runways and provides tools designed to improve… (more)

Subjects/Keywords: Infrastructure; Pavement; Pavement Management; Airport; Runway Design; Runway Contaminants; Infrastructure Management; Braking Availability; Contaminant Removal; Airport Pavement Management System; Optimizing Performance; Civil Engineering; Airport Engineering; Pavement Engineering; Airport Design; Pavement Design; Runway Monitoring; Runway Reporting; Canadian Runway Friction Index; analytical hierarchy process

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

APA (6th Edition):

Pinto, S. T. (2012). Optimizing Airport Runway Performance by Managing Pavement Infrastructure. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/6903

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):

Pinto, Samantha Theresa. “Optimizing Airport Runway Performance by Managing Pavement Infrastructure.” 2012. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/6903.

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

MLA Handbook (7th Edition):

Pinto, Samantha Theresa. “Optimizing Airport Runway Performance by Managing Pavement Infrastructure.” 2012. Web. 23 Nov 2017.

Vancouver:

Pinto ST. Optimizing Airport Runway Performance by Managing Pavement Infrastructure. [Internet] [Thesis]. University of Waterloo; 2012. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/6903.

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

Council of Science Editors:

Pinto ST. Optimizing Airport Runway Performance by Managing Pavement Infrastructure. [Thesis]. University of Waterloo; 2012. Available from: http://hdl.handle.net/10012/6903

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


Arizona State University

20. Wu, Kan. Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System.

Degree: Masters, Thesis Civil Engineering, 2015, Arizona State University

Subjects/Keywords: Civil engineering; Long-Term Pavement Performance (LTPP); Master Curve; MnROAD; Pavement Condition Index; Pavement Management; Pavement Performance Model

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APA (6th Edition):

Wu, K. (2015). Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/36420

Chicago Manual of Style (16th Edition):

Wu, Kan. “Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System.” 2015. Masters Thesis, Arizona State University. Accessed November 23, 2017. http://repository.asu.edu/items/36420.

MLA Handbook (7th Edition):

Wu, Kan. “Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System.” 2015. Web. 23 Nov 2017.

Vancouver:

Wu K. Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System. [Internet] [Masters thesis]. Arizona State University; 2015. [cited 2017 Nov 23]. Available from: http://repository.asu.edu/items/36420.

Council of Science Editors:

Wu K. Development of PCI-based Pavement Performance Model for Management of Road Infrastructure System. [Masters Thesis]. Arizona State University; 2015. Available from: http://repository.asu.edu/items/36420


Ohio University

21. Pernas, Jose A. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.

Degree: MS, Civil Engineering (Engineering and Technology), 2009, Ohio University

  Along U.S. Route 23, north of Delaware, OH, five sections of concrete pavement were instrumented during the summer of 2007. All the properties and… (more)

Subjects/Keywords: Civil Engineering; Engineering; Transportation; civil engineering; concrete pavement; rigid pavement; strains in concrete; stresses in concrete; influence of aggregate size on the performance of rigid pavement; influence of joint spacing on the performance of rigid pavement

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APA (6th Edition):

Pernas, J. A. (2009). Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075

Chicago Manual of Style (16th Edition):

Pernas, Jose A. “Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.” 2009. Masters Thesis, Ohio University. Accessed November 23, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075.

MLA Handbook (7th Edition):

Pernas, Jose A. “Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio.” 2009. Web. 23 Nov 2017.

Vancouver:

Pernas JA. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. [Internet] [Masters thesis]. Ohio University; 2009. [cited 2017 Nov 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075.

Council of Science Editors:

Pernas JA. Evaluation of Early Concrete Pavament Responses at USR 23, Delaware, Ohio. [Masters Thesis]. Ohio University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1251301075

22. Azevedo, Angela Martins. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.

Degree: Mestrado, Engenharia de Transportes, 2007, University of São Paulo

Tem-se verificado, na prática, que a falta de drenagem subsuperficial é um dos principais fatores de deterioração precoce dos pavimentos. Ainda, verifica-se que são relativamente… (more)

Subjects/Keywords: Análise de desempenho; Drenagem; Flexible pavements; Pavement drainage; Pavimentação; Performance analysis; Rigid pavements

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APA (6th Edition):

Azevedo, A. M. (2007). Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;

Chicago Manual of Style (16th Edition):

Azevedo, Angela Martins. “Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.” 2007. Masters Thesis, University of São Paulo. Accessed November 23, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;.

MLA Handbook (7th Edition):

Azevedo, Angela Martins. “Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários.” 2007. Web. 23 Nov 2017.

Vancouver:

Azevedo AM. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2017 Nov 23]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;.

Council of Science Editors:

Azevedo AM. Considerações sobre a drenagem subsuperficial na vida útil dos pavimentos rodoviários. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14012008-115049/ ;

23. Vitorello, Thiago. Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre.

Degree: 2008, Universidade do Rio Grande do Sul

 Os modelos de previsão de desempenho são ferramentas fundamentais em um Sistema de Gerência de Pavimentos. Embora de grande importância, especificamente no Brasil, tem-se dado… (more)

Subjects/Keywords: Flexible pavements; Pavimentos flexíveis; Rodovias; Pavement management systems; Análise estatística; Performance models; Statistical analysis; Pavimentação

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APA (6th Edition):

Vitorello, T. (2008). Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/16207

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):

Vitorello, Thiago. “Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed November 23, 2017. http://hdl.handle.net/10183/16207.

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

MLA Handbook (7th Edition):

Vitorello, Thiago. “Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre.” 2008. Web. 23 Nov 2017.

Vancouver:

Vitorello T. Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10183/16207.

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

Council of Science Editors:

Vitorello T. Análise de desempenho de estrutura de pavimento flexível da rodovia BR-290/RS no trecho Osório-Porto Alegre. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/16207

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

24. Bock, André Luiz. Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto.

Degree: 2016, Universidade do Rio Grande do Sul

Nas últimas décadas os pavimentos rodoviários brasileiros têm tido seu desempenho comprometido devido a uma série de fatores, entre eles incluem-se não somente o crescente… (more)

Subjects/Keywords: Sistemas de pesagem em movimento; Pavement; Pavimentos; Performance Monitoring; Loads Control; Weigh-in-Motion Systems

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APA (6th Edition):

Bock, A. L. (2016). Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/156809

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):

Bock, André Luiz. “Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed November 23, 2017. http://hdl.handle.net/10183/156809.

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

MLA Handbook (7th Edition):

Bock, André Luiz. “Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto.” 2016. Web. 23 Nov 2017.

Vancouver:

Bock AL. Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10183/156809.

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

Council of Science Editors:

Bock AL. Pesagem em movimento de cargas atuantes em rodovias e seu impacto no desempenho de pavimentos da rede temática de asfalto. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/156809

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

25. Mohd Hasan, Mohd Rosli. PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.

Degree: MS, Department of Civil and Environmental Engineering, 2014, Michigan Technological University

  The complexity and challenge created by asphalt material motivates researchers and engineers to investigate the behavior of this material to develop a better understanding,… (more)

Subjects/Keywords: Asphalt Binder; Asphalt Mixture; Asphalt Modification; Hot Mix Asphalt; Pavement Performance; Civil Engineering

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APA (6th Edition):

Mohd Hasan, M. R. (2014). PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etd-restricted/186

Chicago Manual of Style (16th Edition):

Mohd Hasan, Mohd Rosli. “PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.” 2014. Masters Thesis, Michigan Technological University. Accessed November 23, 2017. http://digitalcommons.mtu.edu/etd-restricted/186.

MLA Handbook (7th Edition):

Mohd Hasan, Mohd Rosli. “PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.” 2014. Web. 23 Nov 2017.

Vancouver:

Mohd Hasan MR. PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE. [Internet] [Masters thesis]. Michigan Technological University; 2014. [cited 2017 Nov 23]. Available from: http://digitalcommons.mtu.edu/etd-restricted/186.

Council of Science Editors:

Mohd Hasan MR. PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE. [Masters Thesis]. Michigan Technological University; 2014. Available from: http://digitalcommons.mtu.edu/etd-restricted/186

26. Sanchez, Xiomara. Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance.

Degree: 2014, University of Waterloo

 The use of Reclaimed Asphalt Pavement (RAP), sometimes called Recycled Asphalt Pavement, in Hot Mix Asphalt (HMA) provides many benefits and has been successfully used… (more)

Subjects/Keywords: Reclaimed Asphalt Pavement; Hot Mix Asphalt Performance; Pavement Materials

…9 2.1.3 Reclaimed Asphalt Pavement (RAP)… …12 2.3 Performance Grade (PG)… …22 2.10 Overall Performance of HMA with RAP… …24 2.11 Asphalt Cement Performance Grade with RAP Addition… …33 3.3 Reclaimed Asphalt Pavement… 

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APA (6th Edition):

Sanchez, X. (2014). Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/8961

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):

Sanchez, Xiomara. “Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance.” 2014. Thesis, University of Waterloo. Accessed November 23, 2017. http://hdl.handle.net/10012/8961.

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

MLA Handbook (7th Edition):

Sanchez, Xiomara. “Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance.” 2014. Web. 23 Nov 2017.

Vancouver:

Sanchez X. Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2017 Nov 23]. Available from: http://hdl.handle.net/10012/8961.

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

Council of Science Editors:

Sanchez X. Effect of Reclaimed Asphalt Pavement on Ontario Hot Mix Asphalt Performance. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/8961

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

27. Vega Posada, Carlos Alberto. Long Term Performance of Existing AC and PCC Pavements in Ohio.

Degree: MS, Civil Engineering (Engineering and Technology), 2008, Ohio University

 The main objectives of this study are to investigate the actual pavement performance and the expected remaining service life of nineteen (19) asphalt concrete sections… (more)

Subjects/Keywords: Civil Engineering; Engineering; PCC pavement; AC pavement; pavement performance; FWD test

…Term Pavement Performance program (LTPP). This project is being carried out by the… …for highway engineers because of the crucial role that it plays in pavement performance. The… …recent decades, scientists have begun to focus upon pavement performance in order to improve… …requires a thorough investigation of each variable which influences pavement performance. There… …are several variables that influence pavement performance such as pavement type (i.e… 

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APA (6th Edition):

Vega Posada, C. A. (2008). Long Term Performance of Existing AC and PCC Pavements in Ohio. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1218551107

Chicago Manual of Style (16th Edition):

Vega Posada, Carlos Alberto. “Long Term Performance of Existing AC and PCC Pavements in Ohio.” 2008. Masters Thesis, Ohio University. Accessed November 23, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1218551107.

MLA Handbook (7th Edition):

Vega Posada, Carlos Alberto. “Long Term Performance of Existing AC and PCC Pavements in Ohio.” 2008. Web. 23 Nov 2017.

Vancouver:

Vega Posada CA. Long Term Performance of Existing AC and PCC Pavements in Ohio. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2017 Nov 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1218551107.

Council of Science Editors:

Vega Posada CA. Long Term Performance of Existing AC and PCC Pavements in Ohio. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1218551107

28. Graves, Ronnie Clark, II. AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN.

Degree: 2012, University of Kentucky

 The Mechanistic Empirical Pavement Design Guide (MEPDG) developed by the National Cooperative Highway Research Program (NCHRP) project 1-37A, is a very powerful tool for the… (more)

Subjects/Keywords: Mechanistic-Empirical Pavement Design; Sensitivity; Pavement Performance; Pavement Design Reliability; Thickness Design; Civil Engineering; Geotechnical Engineering

…world pavement performance. In addition a report by the United States General Accounting… …procedure for predicting pavement performance over time, accounting for the interaction of traffic… …Thermal/Layer Reliability Drainage Drainage Output Output Pavement Performance Pavement… …functions have been calibrated using more than 800 long-term pavement performance sites across the… …Highway Research Program (SHRP) and currently by the Long-Term Pavement Performance… 

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

APA (6th Edition):

Graves, Ronnie Clark, I. (2012). AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN. (Doctoral Dissertation). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/4

Chicago Manual of Style (16th Edition):

Graves, Ronnie Clark, II. “AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN.” 2012. Doctoral Dissertation, University of Kentucky. Accessed November 23, 2017. http://uknowledge.uky.edu/ce_etds/4.

MLA Handbook (7th Edition):

Graves, Ronnie Clark, II. “AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN.” 2012. Web. 23 Nov 2017.

Vancouver:

Graves, Ronnie Clark I. AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN. [Internet] [Doctoral dissertation]. University of Kentucky; 2012. [cited 2017 Nov 23]. Available from: http://uknowledge.uky.edu/ce_etds/4.

Council of Science Editors:

Graves, Ronnie Clark I. AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN. [Doctoral Dissertation]. University of Kentucky; 2012. Available from: http://uknowledge.uky.edu/ce_etds/4

29. Salles, Lucio Salles de. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.

Degree: Mestrado, Engenharia de Transportes, 2014, University of São Paulo

O pavimento de concreto continuamente armado (PCCA) é caracterizado pela presença de uma alta taxa de armadura longitudinal localizada acima do meio da placa; essa… (more)

Subjects/Keywords: Continuously reinforced concrete pavement; Cracking; Curta extensão; Deflections; Deflexões; Desempenho; Fissuração; Pavimento de concreto continuamente armado; Performance; Short length; Stresses; Tensões

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

APA (6th Edition):

Salles, L. S. d. (2014). Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;

Chicago Manual of Style (16th Edition):

Salles, Lucio Salles de. “Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.” 2014. Masters Thesis, University of São Paulo. Accessed November 23, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;.

MLA Handbook (7th Edition):

Salles, Lucio Salles de. “Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão.” 2014. Web. 23 Nov 2017.

Vancouver:

Salles LSd. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2017 Nov 23]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;.

Council of Science Editors:

Salles LSd. Análise do comportamento de pavimento experimental de concreto continuamente armado de curta extensão. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14122014-175208/ ;


University of Arkansas

30. Luo, Wenting. Wheel Path Wandering Based On Field Data.

Degree: MSCE, 2012, University of Arkansas

  The position and width of wheel path on a pavement lane is an important consideration in conducting pavement distress survey, especially for distinguishing longitudinal… (more)

Subjects/Keywords: Pure sciences; Applied sciences; Heavy vehicle; Lateral placement/position; Long-term pavement performance; Wheel path; Civil Engineering; Transportation Engineering

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

APA (6th Edition):

Luo, W. (2012). Wheel Path Wandering Based On Field Data. (Thesis). University of Arkansas. Retrieved from http://scholarworks.uark.edu/etd/521

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):

Luo, Wenting. “Wheel Path Wandering Based On Field Data.” 2012. Thesis, University of Arkansas. Accessed November 23, 2017. http://scholarworks.uark.edu/etd/521.

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

MLA Handbook (7th Edition):

Luo, Wenting. “Wheel Path Wandering Based On Field Data.” 2012. Web. 23 Nov 2017.

Vancouver:

Luo W. Wheel Path Wandering Based On Field Data. [Internet] [Thesis]. University of Arkansas; 2012. [cited 2017 Nov 23]. Available from: http://scholarworks.uark.edu/etd/521.

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

Council of Science Editors:

Luo W. Wheel Path Wandering Based On Field Data. [Thesis]. University of Arkansas; 2012. Available from: http://scholarworks.uark.edu/etd/521

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

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