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You searched for subject:(Pavement Mechanistic Empirical Modeling). Showing records 1 – 30 of 21701 total matches.

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Texas A&M University

1. 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 June 22, 2018. 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. 22 Jun 2018.

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 2018 Jun 22]. 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 Illinois – Urbana-Champaign

2. Gungor, Osman Erman. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.

Degree: MS, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The Mechanistic-Empirical Pavement Design Guide (MEPDG) provides a superior methodology as compared to its predecessor in the design and analysis of pavement structures. The mechanistic(more)

Subjects/Keywords: Mechanistic-Empirical Pavement Design Guide (MEPDG); Adjustment Factors; Finite element (FE) Analysis; AASHTOWare Pavement ME

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APA (6th Edition):

Gungor, O. E. (2015). Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89243

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):

Gungor, Osman Erman. “Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed June 22, 2018. http://hdl.handle.net/2142/89243.

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

MLA Handbook (7th Edition):

Gungor, Osman Erman. “Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire.” 2015. Web. 22 Jun 2018.

Vancouver:

Gungor OE. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/2142/89243.

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

Council of Science Editors:

Gungor OE. Adjustment factors for MEPDG pavement responses considering three- dimensional analysis and wide-base tire. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89243

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


Arizona State University

3. Nagarajan, Sathish Kannan. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.

Degree: Masters, Thesis Civil and Environmental Engineering, 2016, Arizona State University

 The major challenge for any pavement is the freight transport carried by the structure. This challenge is expected to increase in the coming years as… (more)

Subjects/Keywords: Civil engineering; Transportation; Freight Analysis; Life Cycle Cost Analysis; Mechanistic-Empirical Pavement Design Guide (MEPDG); Pavement Analysis; Pavement Distress

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APA (6th Edition):

Nagarajan, S. K. (2016). Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/38582

Chicago Manual of Style (16th Edition):

Nagarajan, Sathish Kannan. “Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.” 2016. Masters Thesis, Arizona State University. Accessed June 22, 2018. http://repository.asu.edu/items/38582.

MLA Handbook (7th Edition):

Nagarajan, Sathish Kannan. “Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.” 2016. Web. 22 Jun 2018.

Vancouver:

Nagarajan SK. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. [Internet] [Masters thesis]. Arizona State University; 2016. [cited 2018 Jun 22]. Available from: http://repository.asu.edu/items/38582.

Council of Science Editors:

Nagarajan SK. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. [Masters Thesis]. Arizona State University; 2016. Available from: http://repository.asu.edu/items/38582


The Ohio State University

4. Hanittinan, Wichai. Resilient modulus prediction using neural network algorithm.

Degree: PhD, Civil Engineering, 2007, The Ohio State University

 The resilient modulus (MR) of subgrade or unbound materials is a key parameter current and proposed methods for predicting the structural response of pavements (the… (more)

Subjects/Keywords: resilient modulus; Mechanistic-Empirical Pavement Design Guide; M-E PDG; Pavement design; Ohio soils; artificial neural networks

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APA (6th Edition):

Hanittinan, W. (2007). Resilient modulus prediction using neural network algorithm. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1190140082

Chicago Manual of Style (16th Edition):

Hanittinan, Wichai. “Resilient modulus prediction using neural network algorithm.” 2007. Doctoral Dissertation, The Ohio State University. Accessed June 22, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1190140082.

MLA Handbook (7th Edition):

Hanittinan, Wichai. “Resilient modulus prediction using neural network algorithm.” 2007. Web. 22 Jun 2018.

Vancouver:

Hanittinan W. Resilient modulus prediction using neural network algorithm. [Internet] [Doctoral dissertation]. The Ohio State University; 2007. [cited 2018 Jun 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1190140082.

Council of Science Editors:

Hanittinan W. Resilient modulus prediction using neural network algorithm. [Doctoral Dissertation]. The Ohio State University; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1190140082


University of Waterloo

5. 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 June 22, 2018. 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. 22 Jun 2018.

Vancouver:

Smith JT. Recycled Concrete Aggregate – A Viable Aggregate Source For Concrete Pavements. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2018 Jun 22]. 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


Indian Institute of Science

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

Degree: 2015, 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dilip, D. M. (2015). Stochastic Modelling of Flexible Pavement Performance. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2766

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):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2015. Thesis, Indian Institute of Science. Accessed June 22, 2018. http://hdl.handle.net/2005/2766.

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

MLA Handbook (7th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2015. Web. 22 Jun 2018.

Vancouver:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/2005/2766.

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

Council of Science Editors:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Thesis]. Indian Institute of Science; 2015. Available from: http://hdl.handle.net/2005/2766

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


Indian Institute of Science

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

Degree: 2015, 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. (2015). Stochastic Modelling of Flexible Pavement Performance. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2766 ; http://etd.ncsi.iisc.ernet.in/abstracts/3629/G26872-Abs.pdf

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

Chicago Manual of Style (16th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2015. Thesis, Indian Institute of Science. Accessed June 22, 2018. http://etd.iisc.ernet.in/handle/2005/2766 ; http://etd.ncsi.iisc.ernet.in/abstracts/3629/G26872-Abs.pdf.

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

MLA Handbook (7th Edition):

Dilip, Deepthi Mary. “Stochastic Modelling of Flexible Pavement Performance.” 2015. Web. 22 Jun 2018.

Vancouver:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2018 Jun 22]. Available from: http://etd.iisc.ernet.in/handle/2005/2766 ; http://etd.ncsi.iisc.ernet.in/abstracts/3629/G26872-Abs.pdf.

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

Council of Science Editors:

Dilip DM. Stochastic Modelling of Flexible Pavement Performance. [Thesis]. Indian Institute of Science; 2015. Available from: http://etd.iisc.ernet.in/handle/2005/2766 ; http://etd.ncsi.iisc.ernet.in/abstracts/3629/G26872-Abs.pdf

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


Virginia Tech

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

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 June 22, 2018. 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. 22 Jun 2018.

Vancouver:

Gramajo CR. Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements. [Internet] [Thesis]. Virginia Tech; 2005. [cited 2018 Jun 22]. 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


Universidade do Rio Grande do Sul

9. Matuella, Matheus Ferreira. Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação.

Degree: 2017, Universidade do Rio Grande do Sul

A indústria da construção civil utiliza grandes volumes de recursos naturais e, concomitantemente, produz elevadas quantidades de resíduos de construção e demolição (RCD), que são… (more)

Subjects/Keywords: Construction and demolition waste; Resíduos da construção civil; Pavimentos; Mechanistic-empirical pavement analysis; Mechanical behavior; Comportamento mecânico; Ensaios de materiais

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APA (6th Edition):

Matuella, M. F. (2017). Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/163901

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):

Matuella, Matheus Ferreira. “Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação.” 2017. Thesis, Universidade do Rio Grande do Sul. Accessed June 22, 2018. http://hdl.handle.net/10183/163901.

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

MLA Handbook (7th Edition):

Matuella, Matheus Ferreira. “Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação.” 2017. Web. 22 Jun 2018.

Vancouver:

Matuella MF. Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2017. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/10183/163901.

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

Council of Science Editors:

Matuella MF. Efeitos da composição de resíduos de construção e demolição em seu comportamento mecânico para utilização em pavimentação. [Thesis]. Universidade do Rio Grande do Sul; 2017. Available from: http://hdl.handle.net/10183/163901

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


University of Illinois – Urbana-Champaign

10. Xiao, Yuanjie. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.

Degree: PhD, 0106, 2014, University of Illinois – Urbana-Champaign

 Unbound aggregates are widely used in road construction to replace unsuitable soil, prepare pavement working platform or construct pavement foundation layers. Their primary function in… (more)

Subjects/Keywords: Unbound Aggregates; Flexible Pavements; Performance-based Evaluation; Resilient Modulus; Shear Strength; Permanent Deformation; Rutting; Mechanistic-Empirical Pavement Design Guide (MEPDG)

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

APA (6th Edition):

Xiao, Y. (2014). Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/50366

Chicago Manual of Style (16th Edition):

Xiao, Yuanjie. “Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed June 22, 2018. http://hdl.handle.net/2142/50366.

MLA Handbook (7th Edition):

Xiao, Yuanjie. “Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements.” 2014. Web. 22 Jun 2018.

Vancouver:

Xiao Y. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/2142/50366.

Council of Science Editors:

Xiao Y. Performance-based evaluation of unbound aggregates affecting mechanistic response and performance of flexible pavements. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/50366


Brigham Young University

11. Knighton, Jaren Tolman. Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials.

Degree: MS, 2015, Brigham Young University

  The modulus of aggregate base layers in pavement structures can potentially be increased through the use of geogrid. However, methods for determining how much… (more)

Subjects/Keywords: aggregate base materials; biaxial geogrid; mechanistic-empirical pavement design; modulus; quick shear test; triaxial geogrid; Civil and Environmental Engineering

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

APA (6th Edition):

Knighton, J. T. (2015). Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials. (Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/etd/4443

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):

Knighton, Jaren Tolman. “Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials.” 2015. Thesis, Brigham Young University. Accessed June 22, 2018. https://scholarsarchive.byu.edu/etd/4443.

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

MLA Handbook (7th Edition):

Knighton, Jaren Tolman. “Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials.” 2015. Web. 22 Jun 2018.

Vancouver:

Knighton JT. Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials. [Internet] [Thesis]. Brigham Young University; 2015. [cited 2018 Jun 22]. Available from: https://scholarsarchive.byu.edu/etd/4443.

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

Council of Science Editors:

Knighton JT. Investigation of Laboratory Test Procedures for Assessing the Structural Capacity of Geogrid-Reinforced Aggregate Base Materials. [Thesis]. Brigham Young University; 2015. Available from: https://scholarsarchive.byu.edu/etd/4443

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


Ryerson University

12. [No author]. Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.

Degree: MASc, 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

author], [No. “Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.” 2013. Masters Thesis, Ryerson University. Accessed June 22, 2018. http://digital.library.ryerson.ca/islandora/object/RULA%3A2884 ;.

MLA Handbook (7th Edition):

author], [No. “Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements.” 2013. Web. 22 Jun 2018.

Vancouver:

author] [. Methodology development and local calibration of MEPDG permanent deformation models for Ontario's flexible pavements. [Internet] [Masters thesis]. Ryerson University; 2013. [cited 2018 Jun 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2884 ;.

Council of Science Editors:

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


University of Lund

13. Oscarsson, Erik. Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers.

Degree: 2011, University of Lund

 Three mechanistic-empirical permanent deformation models were evaluated under Swedish conditions with respect to traffic, climate and materials using accelerated pavement testing and long-term pavement performance… (more)

Subjects/Keywords: Infrastrukturteknik; permanent deformation; modeling; Mechanistic-Empirical; rutting; asphalt concrete; full-scale pavements

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APA (6th Edition):

Oscarsson, E. (2011). Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers. (Doctoral Dissertation). University of Lund. Retrieved from http://lup.lub.lu.se/record/1884775 ; http://portal.research.lu.se/ws/files/3372849/1939373.pdf

Chicago Manual of Style (16th Edition):

Oscarsson, Erik. “Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers.” 2011. Doctoral Dissertation, University of Lund. Accessed June 22, 2018. http://lup.lub.lu.se/record/1884775 ; http://portal.research.lu.se/ws/files/3372849/1939373.pdf.

MLA Handbook (7th Edition):

Oscarsson, Erik. “Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers.” 2011. Web. 22 Jun 2018.

Vancouver:

Oscarsson E. Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers. [Internet] [Doctoral dissertation]. University of Lund; 2011. [cited 2018 Jun 22]. Available from: http://lup.lub.lu.se/record/1884775 ; http://portal.research.lu.se/ws/files/3372849/1939373.pdf.

Council of Science Editors:

Oscarsson E. Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers. [Doctoral Dissertation]. University of Lund; 2011. Available from: http://lup.lub.lu.se/record/1884775 ; http://portal.research.lu.se/ws/files/3372849/1939373.pdf


Ohio University

14. Abdalla, Basel A. Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio.

Degree: MS, Civil Engineering (Engineering), 2003, Ohio University

Subjects/Keywords: Engineering, Civil; Material Properties; Mechanistic-Empirical (M-E) Pavement; Pavement Design; Ohio

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APA (6th Edition):

Abdalla, B. A. (2003). Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175017068

Chicago Manual of Style (16th Edition):

Abdalla, Basel A. “Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio.” 2003. Masters Thesis, Ohio University. Accessed June 22, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175017068.

MLA Handbook (7th Edition):

Abdalla, Basel A. “Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio.” 2003. Web. 22 Jun 2018.

Vancouver:

Abdalla BA. Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio. [Internet] [Masters thesis]. Ohio University; 2003. [cited 2018 Jun 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175017068.

Council of Science Editors:

Abdalla BA. Material properties for implementation of Mechanistic-Empirical (M-E) pavement design procedures in Ohio. [Masters Thesis]. Ohio University; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1175017068


Curtin University of Technology

15. Siripun, Komsun. Characterisations of base course materials in Western Australia pavements .

Degree: 2010, Curtin University of Technology

 Western Australia (WA) has a road network of approximately 177,700 km, including a 17,800 km stage highway system (Main Roads Western Australia 2009). This infrastructure… (more)

Subjects/Keywords: base course layer; asphalt surface; Western Australia; road funds; hydrated cement treated crushed rock base (HCTCRB); pavement design; road network; mechanistic design; surface damage; pavement analysis; empirical design

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APA (6th Edition):

Siripun, K. (2010). Characterisations of base course materials in Western Australia pavements . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/960

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):

Siripun, Komsun. “Characterisations of base course materials in Western Australia pavements .” 2010. Thesis, Curtin University of Technology. Accessed June 22, 2018. http://hdl.handle.net/20.500.11937/960.

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

MLA Handbook (7th Edition):

Siripun, Komsun. “Characterisations of base course materials in Western Australia pavements .” 2010. Web. 22 Jun 2018.

Vancouver:

Siripun K. Characterisations of base course materials in Western Australia pavements . [Internet] [Thesis]. Curtin University of Technology; 2010. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/20.500.11937/960.

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

Council of Science Editors:

Siripun K. Characterisations of base course materials in Western Australia pavements . [Thesis]. Curtin University of Technology; 2010. Available from: http://hdl.handle.net/20.500.11937/960

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


University of Notre Dame

16. Dayu Lv. Construction, Analysis and Validation of a Mathematical Model of Human Metabolism.

Degree: PhD, Aerospace and Mechanical Engineering, 2011, University of Notre Dame

  This thesis develops a mechanistic model of glucose metabolism in the human body, representing transport and oxidization of glucose to maintain energy balance. The… (more)

Subjects/Keywords: diabetes; mechanistic modeling

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APA (6th Edition):

Lv, D. (2011). Construction, Analysis and Validation of a Mathematical Model of Human Metabolism. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/8s45q813k70

Chicago Manual of Style (16th Edition):

Lv, Dayu. “Construction, Analysis and Validation of a Mathematical Model of Human Metabolism.” 2011. Doctoral Dissertation, University of Notre Dame. Accessed June 22, 2018. https://curate.nd.edu/show/8s45q813k70.

MLA Handbook (7th Edition):

Lv, Dayu. “Construction, Analysis and Validation of a Mathematical Model of Human Metabolism.” 2011. Web. 22 Jun 2018.

Vancouver:

Lv D. Construction, Analysis and Validation of a Mathematical Model of Human Metabolism. [Internet] [Doctoral dissertation]. University of Notre Dame; 2011. [cited 2018 Jun 22]. Available from: https://curate.nd.edu/show/8s45q813k70.

Council of Science Editors:

Lv D. Construction, Analysis and Validation of a Mathematical Model of Human Metabolism. [Doctoral Dissertation]. University of Notre Dame; 2011. Available from: https://curate.nd.edu/show/8s45q813k70


University of Toledo

17. Luo, Zairen. Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling.

Degree: PhD, Civil Engineering, 2005, University of Toledo

Pavement condition prediction modeling is a critical component of a pavement management system (PMS). Accurate prediction models assist agencies in performing cost-effective maintenance or rehabilitation… (more)

Subjects/Keywords: Engineering, Civil; Pavement Condition Prediction; Clusterwise Regression; Fatigue Cracking; Mechanistic-Empirical; Probabilistic

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APA (6th Edition):

Luo, Z. (2005). Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1133560069

Chicago Manual of Style (16th Edition):

Luo, Zairen. “Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling.” 2005. Doctoral Dissertation, University of Toledo. Accessed June 22, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1133560069.

MLA Handbook (7th Edition):

Luo, Zairen. “Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling.” 2005. Web. 22 Jun 2018.

Vancouver:

Luo Z. Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling. [Internet] [Doctoral dissertation]. University of Toledo; 2005. [cited 2018 Jun 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1133560069.

Council of Science Editors:

Luo Z. Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-Empirical Procedure for Fatigue Cracking Modeling. [Doctoral Dissertation]. University of Toledo; 2005. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1133560069


Queens University

18. Ikpugha, Omo. PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES .

Degree: Chemistry, 2014, Queens University

 Utilisation of scrap tire has been achieved through the production of crumb rubber modified binders and rubberised asphalt concrete. Terminal and field blended asphalt rubbers… (more)

Subjects/Keywords: crumb rubber modified asphalt concrete; moisture induced sensitivity test (MiST); permanent deformation; Mechanistic Empirical Pavement Design Guide (MEPDG); warm mix additives; creep compliance

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APA (6th Edition):

Ikpugha, O. (2014). PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12659

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):

Ikpugha, Omo. “PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES .” 2014. Thesis, Queens University. Accessed June 22, 2018. http://hdl.handle.net/1974/12659.

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

MLA Handbook (7th Edition):

Ikpugha, Omo. “PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES .” 2014. Web. 22 Jun 2018.

Vancouver:

Ikpugha O. PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES . [Internet] [Thesis]. Queens University; 2014. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/1974/12659.

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

Council of Science Editors:

Ikpugha O. PERFORMANCE TESTING OF ASPHALT CONCRETE CONTAINING CRUMB RUBBER MODIFIER AND WARM MIX ADDITIVES . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12659

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


Ohio University

19. Quintero, Natalia M. Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23.

Degree: MS, Civil Engineering (Engineering), 2007, Ohio University

  Environmental conditions in pavement performance have emerged as an issue of interest. Subgrade behavior under climatic changes is directly related to soil moisture content,… (more)

Subjects/Keywords: Engineering, Civil; Moisture Content in Soils; Temperature in Soils; Frost Depth Penetration; Enhanced Integrated Climatic Model (EICM); Mechanistic Empirical Pavement Design Guide; (ME-PDG)

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APA (6th Edition):

Quintero, N. M. (2007). Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1195142855

Chicago Manual of Style (16th Edition):

Quintero, Natalia M. “Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23.” 2007. Masters Thesis, Ohio University. Accessed June 22, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1195142855.

MLA Handbook (7th Edition):

Quintero, Natalia M. “Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23.” 2007. Web. 22 Jun 2018.

Vancouver:

Quintero NM. Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23. [Internet] [Masters thesis]. Ohio University; 2007. [cited 2018 Jun 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1195142855.

Council of Science Editors:

Quintero NM. Validation of the Enhanced Integrated Climatic Model (EICM) for the Ohio SHRP Test Road at U.S. 23. [Masters Thesis]. Ohio University; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1195142855


Oklahoma State University

20. Jakatimath, Yatish Arvind. Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412.

Degree: School of Civil & Environmental Engineering, 2007, Oklahoma State University

 The objectives of this thesis were to evaluate the dynamic modulus of Cold Inplace Recycling (CIR) mixture made with one reclaimed asphalt pavement (RAP) and… (more)

Subjects/Keywords: cir; mechanistic-empirical pavement design guide; dynamic modulus; hma; rap

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APA (6th Edition):

Jakatimath, Y. A. (2007). Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10131

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):

Jakatimath, Yatish Arvind. “Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412.” 2007. Thesis, Oklahoma State University. Accessed June 22, 2018. http://hdl.handle.net/11244/10131.

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

MLA Handbook (7th Edition):

Jakatimath, Yatish Arvind. “Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412.” 2007. Web. 22 Jun 2018.

Vancouver:

Jakatimath YA. Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412. [Internet] [Thesis]. Oklahoma State University; 2007. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/11244/10131.

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

Council of Science Editors:

Jakatimath YA. Evaluation of Cold In-place Recycling for Rehabilitation of Transverse Cracking on Us 412. [Thesis]. Oklahoma State University; 2007. Available from: http://hdl.handle.net/11244/10131

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

21. 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

…should be a mechanistic-empirical procedure which utilized pavement design theory with real… …Recommended Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures… …pavement. • Empirical – an analysis based on experience or a detailed experiment… …Mechanistic/Empirical – a procedure which is based on theory, then has been calibrated based on… …There have been many evolutions of mechanistic, empirical and mechanistic-empirical procedures… 

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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 June 22, 2018. 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. 22 Jun 2018.

Vancouver:

Graves, Ronnie Clark I. AN INNOVATIVE APPROACH TO MECHANISTIC EMPIRICAL PAVEMENT DESIGN. [Internet] [Doctoral dissertation]. University of Kentucky; 2012. [cited 2018 Jun 22]. 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


University of Waterloo

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

Degree: 2013, University of Waterloo

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Mak, Alan Tin Lun. “Modular Road Plate System.” 2013. Thesis, University of Waterloo. Accessed June 22, 2018. http://hdl.handle.net/10012/7193.

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

MLA Handbook (7th Edition):

Mak, Alan Tin Lun. “Modular Road Plate System.” 2013. Web. 22 Jun 2018.

Vancouver:

Mak ATL. Modular Road Plate System. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/10012/7193.

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

Council of Science Editors:

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

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


Brigham Young University

23. Rogers, Tyler J. Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach.

Degree: MS, 2009, Brigham Young University

  The primary objective of this research was to quantify the improvement in service life of a flexible pavement constructed using full-depth reclamation (FDR) in… (more)

Subjects/Keywords: construction variability; construction-related parameters; mechanistic-empirical approach; full-depth reclamation (FDR); cement-treated base (CTB); reclaimed asphalt pavement (RAP); unconfined compressive strength (UCS); pavement life; Monte Carlo simulation; spatial variability; cement stabilization; moisture content; Construction Engineering and Management

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APA (6th Edition):

Rogers, T. J. (2009). Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach. (Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/etd/1975

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):

Rogers, Tyler J. “Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach.” 2009. Thesis, Brigham Young University. Accessed June 22, 2018. https://scholarsarchive.byu.edu/etd/1975.

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

MLA Handbook (7th Edition):

Rogers, Tyler J. “Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach.” 2009. Web. 22 Jun 2018.

Vancouver:

Rogers TJ. Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach. [Internet] [Thesis]. Brigham Young University; 2009. [cited 2018 Jun 22]. Available from: https://scholarsarchive.byu.edu/etd/1975.

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

Council of Science Editors:

Rogers TJ. Variability in Construction of Cement-Treated Base Layers: Probabilistic Analysis of Pavement Life Using Mechanistic-Empirical Approach. [Thesis]. Brigham Young University; 2009. Available from: https://scholarsarchive.byu.edu/etd/1975

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


University of Texas – Austin

24. Kazemi Nia Korrani, Aboulghasem. Mechanistic modeling of low salinity water injection.

Degree: Petroleum and Geosystems Engineering, 2014, University of Texas – Austin

 Low salinity waterflooding is an emerging enhanced oil recovery (EOR) technique in which the salinity of the injected water is substantially reduced to improve oil… (more)

Subjects/Keywords: Mechanistic; Modeling; Low salinity waterflooding

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APA (6th Edition):

Kazemi Nia Korrani, A. (2014). Mechanistic modeling of low salinity water injection. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/28472

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):

Kazemi Nia Korrani, Aboulghasem. “Mechanistic modeling of low salinity water injection.” 2014. Thesis, University of Texas – Austin. Accessed June 22, 2018. http://hdl.handle.net/2152/28472.

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

MLA Handbook (7th Edition):

Kazemi Nia Korrani, Aboulghasem. “Mechanistic modeling of low salinity water injection.” 2014. Web. 22 Jun 2018.

Vancouver:

Kazemi Nia Korrani A. Mechanistic modeling of low salinity water injection. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/2152/28472.

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

Council of Science Editors:

Kazemi Nia Korrani A. Mechanistic modeling of low salinity water injection. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/28472

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

25. Aguiar Moya, José Pablo, 1981-. Development of reliable pavement models.

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

 As the cost of designing and building new highway pavements increases and the number of new construction and major rehabilitation projects decreases, the importance of… (more)

Subjects/Keywords: Reliability; Mechanistic-empirical design; Flexible pavement; Pavement distress; Pavement deterioration; Rutting; Sensitivity analysis; Variability; Correlation; Probability distribution

…2.1.2. Mechanistic-Empirical Pavement Design Guide (MEPDG) ................. 10 2.2… …Mechanistic-Empirical Pavement Design Guide, or MEPDG (AASHTO, 2008). However, regardless… …deterioration throughout the service life of the pavement structure: empirical and mechanistic… …x29;. A good example is the Mechanistic-Empirical Pavement Design Guide (MEPDG)… …Mechanistic-Empirical Pavement Design Guide (MEPDG) The MEPDG is “Mechanistic-Empirical… 

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APA (6th Edition):

Aguiar Moya, José Pablo, 1. (2011). Development of reliable pavement models. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-3743

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):

Aguiar Moya, José Pablo, 1981-. “Development of reliable pavement models.” 2011. Thesis, University of Texas – Austin. Accessed June 22, 2018. http://hdl.handle.net/2152/ETD-UT-2011-08-3743.

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

MLA Handbook (7th Edition):

Aguiar Moya, José Pablo, 1981-. “Development of reliable pavement models.” 2011. Web. 22 Jun 2018.

Vancouver:

Aguiar Moya, José Pablo 1. Development of reliable pavement models. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-3743.

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

Council of Science Editors:

Aguiar Moya, José Pablo 1. Development of reliable pavement models. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-3743

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

26. Jackson, Kirk David. Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah.

Degree: MS, 2015, Brigham Young University

 The Utah Department of Transportation (UDOT) has fully implemented the Mechanistic-Empirical Pavement Design Guide for pavement design but has been using primarily level-three design inputs… (more)

Subjects/Keywords: aggregate base material; California bearing ratio; mechanistic-empirical pavement design; resilient modulus; Civil and Environmental Engineering

…design have led to the development of the Mechanistic-Empirical Pavement Design Guide (… …layer thicknesses in the mechanistic-empirical pavement design process (Andrei et al… …48 vii 1 INTRODUCTION 1.1 Problem Statement Recent advances in the field of pavement… …important inputs for the design of a pavement structure is the resilient modulus of each of the… …pavement layers. The MEPDG classifies the resilient modulus input for base materials into one of… 

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APA (6th Edition):

Jackson, K. D. (2015). Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah. (Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/etd/5721

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):

Jackson, Kirk David. “Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah.” 2015. Thesis, Brigham Young University. Accessed June 22, 2018. https://scholarsarchive.byu.edu/etd/5721.

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

MLA Handbook (7th Edition):

Jackson, Kirk David. “Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah.” 2015. Web. 22 Jun 2018.

Vancouver:

Jackson KD. Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah. [Internet] [Thesis]. Brigham Young University; 2015. [cited 2018 Jun 22]. Available from: https://scholarsarchive.byu.edu/etd/5721.

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

Council of Science Editors:

Jackson KD. Laboratory Resilient Modulus Measurements of Aggregate Base Materials in Utah. [Thesis]. Brigham Young University; 2015. Available from: https://scholarsarchive.byu.edu/etd/5721

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

27. Frankhouser, Andrew. Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design.

Degree: MS, Civil Engineering, 2013, University of Akron

 The MEPDG requires a multitude of traffic inputs to be defined for the design of pavement structures. These inputs include (a) base-year traffic data such… (more)

Subjects/Keywords: Civil Engineering; Transportation; Mechanistic-Empirical Pavement Design Guide; traffic; gross vehicle weight; axle load spectra; pavement design

…design guide, referred to thereafter as the mechanistic-empirical pavement design guide (… …transition to the mechanistic-empirical pavement design approach, the MEPDG requires more detailed… …fundamental pavement design procedure based on mechanistic-empirical principles that enables the… …the mechanistic-empirical pavement design approach, a multitude of project-specific input… …design guides. Among these features are the introduction of mechanistic-empirical procedures in… 

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

APA (6th Edition):

Frankhouser, A. (2013). Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1365980149

Chicago Manual of Style (16th Edition):

Frankhouser, Andrew. “Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design.” 2013. Masters Thesis, University of Akron. Accessed June 22, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1365980149.

MLA Handbook (7th Edition):

Frankhouser, Andrew. “Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design.” 2013. Web. 22 Jun 2018.

Vancouver:

Frankhouser A. Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design. [Internet] [Masters thesis]. University of Akron; 2013. [cited 2018 Jun 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1365980149.

Council of Science Editors:

Frankhouser A. Characterization of Ohio Traffic Data for Integration into the Mechanistic-Empirical Pavement Design. [Masters Thesis]. University of Akron; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1365980149


Texas A&M University

28. Jin, Xin. Asphalt Oxidation Kinetics and Pavement Oxidation Modeling.

Degree: 2012, Texas A&M University

 Most paved roads in the United States are surfaced with asphalt. These asphalt pavements suffer from fatigue cracking and thermal cracking, aggravated by the oxidation… (more)

Subjects/Keywords: asphalt; pavement; oxidation; modeling

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APA (6th Edition):

Jin, X. (2012). Asphalt Oxidation Kinetics and Pavement Oxidation Modeling. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10940

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):

Jin, Xin. “Asphalt Oxidation Kinetics and Pavement Oxidation Modeling.” 2012. Thesis, Texas A&M University. Accessed June 22, 2018. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10940.

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

MLA Handbook (7th Edition):

Jin, Xin. “Asphalt Oxidation Kinetics and Pavement Oxidation Modeling.” 2012. Web. 22 Jun 2018.

Vancouver:

Jin X. Asphalt Oxidation Kinetics and Pavement Oxidation Modeling. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10940.

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

Council of Science Editors:

Jin X. Asphalt Oxidation Kinetics and Pavement Oxidation Modeling. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10940

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

29. Thakur, Jitendra Kumar. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material from deteriorated asphalt pavements containing asphalt binder and aggregates. The use of RAP can… (more)

Subjects/Keywords: Engineering; Civil engineering; Sustainability; Cyclic plate loading test; Damage model; Flexible pavement; Geocell; Mechanistic empirical pavement design; Recycled asphalt pavement (rap)

Mechanistic Empirical Pavement Design Guide (MEPDG) .......... 46 2.7 Summary… …These models can be incorporated in the AASHTO Mechanistic Empirical Pavement Design Guide… …permanent deformation …. 41 2.6.1 Empirical versus mechanistic empirical design… …198 Mechanistic empirical permanent deformation model ... 202 6.1.2 6.2 6.2.1… …6.2.2 6.3 Existing mechanistic empirical permanent deformation model ... Calibration of… 

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

APA (6th Edition):

Thakur, J. K. (2013). Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/12196

Chicago Manual of Style (16th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Doctoral Dissertation, University of Kansas. Accessed June 22, 2018. http://hdl.handle.net/1808/12196.

MLA Handbook (7th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Web. 22 Jun 2018.

Vancouver:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2018 Jun 22]. Available from: http://hdl.handle.net/1808/12196.

Council of Science Editors:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12196


Wayne State University

30. 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 June 22, 2018. 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. 22 Jun 2018.

Vancouver:

Naiel AK. Flexible Pavement Rut Depth Modeling For Different Climate Zones. [Internet] [Doctoral dissertation]. Wayne State University; 2010. [cited 2018 Jun 22]. 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

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