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You searched for subject:(rutting). Showing records 1 – 30 of 101 total matches.

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Texas A&M University

1. Droddy, Charles Vance. An Improved Permanent Deformation Model for Unbound Aggregate Base Course.

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

 Permanent deformation of unbound base course materials under flexible pavements continue to be a significant source of the rutting observed at the surface. The permanent… (more)

Subjects/Keywords: Aggregate Base; permanent deformation; rutting

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APA (6th Edition):

Droddy, C. V. (2015). An Improved Permanent Deformation Model for Unbound Aggregate Base Course. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155556

Chicago Manual of Style (16th Edition):

Droddy, Charles Vance. “An Improved Permanent Deformation Model for Unbound Aggregate Base Course.” 2015. Masters Thesis, Texas A&M University. Accessed May 08, 2021. http://hdl.handle.net/1969.1/155556.

MLA Handbook (7th Edition):

Droddy, Charles Vance. “An Improved Permanent Deformation Model for Unbound Aggregate Base Course.” 2015. Web. 08 May 2021.

Vancouver:

Droddy CV. An Improved Permanent Deformation Model for Unbound Aggregate Base Course. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 May 08]. Available from: http://hdl.handle.net/1969.1/155556.

Council of Science Editors:

Droddy CV. An Improved Permanent Deformation Model for Unbound Aggregate Base Course. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155556


Addis Ababa University

2. Abraham, Efraem. Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) .

Degree: 2014, Addis Ababa University

 It is known that the availability of a road network of an appropriate level of service and quality is vital in facilitating the overall economic… (more)

Subjects/Keywords: Rutting; HMA; Re-compacted; Stability

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APA (6th Edition):

Abraham, E. (2014). Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5016

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):

Abraham, Efraem. “Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) .” 2014. Thesis, Addis Ababa University. Accessed May 08, 2021. http://etd.aau.edu.et/dspace/handle/123456789/5016.

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

MLA Handbook (7th Edition):

Abraham, Efraem. “Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) .” 2014. Web. 08 May 2021.

Vancouver:

Abraham E. Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 May 08]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5016.

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

Council of Science Editors:

Abraham E. Effects of Aggregate and Mixture Properties on the Rutting Performance of HMA Wearing Course (A Case Study on the Gohatsion - Dejen Trunk Road Segment) . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5016

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


Texas A&M University

3. Srinivasa Parthasarathy, Atul. A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility.

Degree: PhD, Civil Engineering, 2013, Texas A&M University

 The mechanical behavior of asphalt binders is nonlinear. The binders exhibit shear thinning/thickening behavior in steady shear tests and non-proportational behavior in other standard viscoelastic… (more)

Subjects/Keywords: Viscoelasticity; Consitutive modeling; Gibbs-potential; Rutting

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APA (6th Edition):

Srinivasa Parthasarathy, A. (2013). A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149603

Chicago Manual of Style (16th Edition):

Srinivasa Parthasarathy, Atul. “A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility.” 2013. Doctoral Dissertation, Texas A&M University. Accessed May 08, 2021. http://hdl.handle.net/1969.1/149603.

MLA Handbook (7th Edition):

Srinivasa Parthasarathy, Atul. “A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility.” 2013. Web. 08 May 2021.

Vancouver:

Srinivasa Parthasarathy A. A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/1969.1/149603.

Council of Science Editors:

Srinivasa Parthasarathy A. A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility. [Doctoral Dissertation]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149603

4. Rezapour Mashhadi, Mohammad Mahdi. Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota.

Degree: MS, Civil Engineering, 2015, University of North Dakota

  With the concept of sustainable pavement materials and construction gaining acceptance in recent years, Warm Mix Asphalt (WMA) technology has been seen as a… (more)

Subjects/Keywords: aging; asphalt; rutting; warm mix asphalt

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APA (6th Edition):

Rezapour Mashhadi, M. M. (2015). Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1828

Chicago Manual of Style (16th Edition):

Rezapour Mashhadi, Mohammad Mahdi. “Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota.” 2015. Masters Thesis, University of North Dakota. Accessed May 08, 2021. https://commons.und.edu/theses/1828.

MLA Handbook (7th Edition):

Rezapour Mashhadi, Mohammad Mahdi. “Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota.” 2015. Web. 08 May 2021.

Vancouver:

Rezapour Mashhadi MM. Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota. [Internet] [Masters thesis]. University of North Dakota; 2015. [cited 2021 May 08]. Available from: https://commons.und.edu/theses/1828.

Council of Science Editors:

Rezapour Mashhadi MM. Rut Performance Of In-Situ Warm Mix Asphalt Overlays In North Dakota. [Masters Thesis]. University of North Dakota; 2015. Available from: https://commons.und.edu/theses/1828


Mississippi State University

5. Smith, Benjamin Joshua. Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance.

Degree: MS, Civil Engineering, 2004, Mississippi State University

 Permanent deformation or rutting is a major hot mix asphalt (HMA) performance distress. Implementation of the Superior Performing Asphalt Pavement (Superpave) HMA mix design system… (more)

Subjects/Keywords: HMA Rutting; Asphalt Pavement Analyzer; APA; Asphalt Rutting

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APA (6th Edition):

Smith, B. J. (2004). Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-07132004-151942/ ;

Chicago Manual of Style (16th Edition):

Smith, Benjamin Joshua. “Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance.” 2004. Masters Thesis, Mississippi State University. Accessed May 08, 2021. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07132004-151942/ ;.

MLA Handbook (7th Edition):

Smith, Benjamin Joshua. “Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance.” 2004. Web. 08 May 2021.

Vancouver:

Smith BJ. Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance. [Internet] [Masters thesis]. Mississippi State University; 2004. [cited 2021 May 08]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07132004-151942/ ;.

Council of Science Editors:

Smith BJ. Use of Asphalt Pavement Analyzer to Study In-Service Hot Mix Asphalt Performance. [Masters Thesis]. Mississippi State University; 2004. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07132004-151942/ ;


University of Connecticut

6. Adu-Gyamfi, Kwasi O. Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut Abstract Eight test sections were constructed on Route… (more)

Subjects/Keywords: cracking; rutting; roughness; performance; low PG; high PG; critical cracking temperature; tensile strength ratio; APA rutting; field; laboratory

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APA (6th Edition):

Adu-Gyamfi, K. O. (2011). Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/81

Chicago Manual of Style (16th Edition):

Adu-Gyamfi, Kwasi O. “Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut.” 2011. Masters Thesis, University of Connecticut. Accessed May 08, 2021. https://opencommons.uconn.edu/gs_theses/81.

MLA Handbook (7th Edition):

Adu-Gyamfi, Kwasi O. “Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut.” 2011. Web. 08 May 2021.

Vancouver:

Adu-Gyamfi KO. Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2021 May 08]. Available from: https://opencommons.uconn.edu/gs_theses/81.

Council of Science Editors:

Adu-Gyamfi KO. Performance Comparison of PG 64-22 versus PG 64-28 Asphalt in Hot Mix Asphalt Placed in Connecticut. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/81


Texas A&M University

7. Zhang, Yuqing 1983-. Anisotropic Characterization of Asphalt Mixtures in Compression.

Degree: PhD, Civil Engineering, 2012, Texas A&M University

Rutting is one of the major distresses in asphalt pavements and it increases road roughness and traps water, which leads to wet-weather accidents due to… (more)

Subjects/Keywords: Viscofracture; Viscoplasticity; Viscoelasticity; Anisotropy; Cracking; Rutting; Asphalt Mixture

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APA (6th Edition):

Zhang, Y. 1. (2012). Anisotropic Characterization of Asphalt Mixtures in Compression. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148117

Chicago Manual of Style (16th Edition):

Zhang, Yuqing 1983-. “Anisotropic Characterization of Asphalt Mixtures in Compression.” 2012. Doctoral Dissertation, Texas A&M University. Accessed May 08, 2021. http://hdl.handle.net/1969.1/148117.

MLA Handbook (7th Edition):

Zhang, Yuqing 1983-. “Anisotropic Characterization of Asphalt Mixtures in Compression.” 2012. Web. 08 May 2021.

Vancouver:

Zhang Y1. Anisotropic Characterization of Asphalt Mixtures in Compression. [Internet] [Doctoral dissertation]. Texas A&M University; 2012. [cited 2021 May 08]. Available from: http://hdl.handle.net/1969.1/148117.

Council of Science Editors:

Zhang Y1. Anisotropic Characterization of Asphalt Mixtures in Compression. [Doctoral Dissertation]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148117


North Carolina State University

8. El-Haggan, Omar Sherif. Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures.

Degree: MS, Civil Engineering, 2003, North Carolina State University

 The purpose of this research has been to evaluate the effect of change in density on the rutting performance of the asphalt pavement. This investigation… (more)

Subjects/Keywords: permanent deformation; density; asphalt; rutting

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APA (6th Edition):

El-Haggan, O. S. (2003). Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2199

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):

El-Haggan, Omar Sherif. “Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures.” 2003. Thesis, North Carolina State University. Accessed May 08, 2021. http://www.lib.ncsu.edu/resolver/1840.16/2199.

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

MLA Handbook (7th Edition):

El-Haggan, Omar Sherif. “Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures.” 2003. Web. 08 May 2021.

Vancouver:

El-Haggan OS. Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures. [Internet] [Thesis]. North Carolina State University; 2003. [cited 2021 May 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2199.

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

Council of Science Editors:

El-Haggan OS. Evaluation of Rutting Behavior of Density Deficient Asphalt Mixtures. [Thesis]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2199

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


North Carolina State University

9. Krishnankuttynair, Harikrishnan. Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures.

Degree: PhD, Civil Engineering, 2008, North Carolina State University

 Many factors contribute to the degradation of asphalt pavements. When high quality materials are used, distresses are typically due to traffic loading, resulting in rutting(more)

Subjects/Keywords: Rutting; Tensile Strength; Superpave; Fatigue

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APA (6th Edition):

Krishnankuttynair, H. (2008). Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5520

Chicago Manual of Style (16th Edition):

Krishnankuttynair, Harikrishnan. “Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures.” 2008. Doctoral Dissertation, North Carolina State University. Accessed May 08, 2021. http://www.lib.ncsu.edu/resolver/1840.16/5520.

MLA Handbook (7th Edition):

Krishnankuttynair, Harikrishnan. “Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures.” 2008. Web. 08 May 2021.

Vancouver:

Krishnankuttynair H. Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures. [Internet] [Doctoral dissertation]. North Carolina State University; 2008. [cited 2021 May 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5520.

Council of Science Editors:

Krishnankuttynair H. Evaluation of Indirect Tensile Strength as Design Criteria for Superpave Mixtures. [Doctoral Dissertation]. North Carolina State University; 2008. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5520


North Carolina State University

10. Kadayam, Vijay V. Development of APA Design Criteria for Surface Mixtures.

Degree: MS, Civil Engineering, 2006, North Carolina State University

 Several test methods are in practice to assess the rutting potential of a mixture. The commonly used procedures are Diametral tests, Uniaxial test, Triaxial tests,… (more)

Subjects/Keywords: APA; RSCH; criteria; rutting

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APA (6th Edition):

Kadayam, V. V. (2006). Development of APA Design Criteria for Surface Mixtures. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1303

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):

Kadayam, Vijay V. “Development of APA Design Criteria for Surface Mixtures.” 2006. Thesis, North Carolina State University. Accessed May 08, 2021. http://www.lib.ncsu.edu/resolver/1840.16/1303.

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

MLA Handbook (7th Edition):

Kadayam, Vijay V. “Development of APA Design Criteria for Surface Mixtures.” 2006. Web. 08 May 2021.

Vancouver:

Kadayam VV. Development of APA Design Criteria for Surface Mixtures. [Internet] [Thesis]. North Carolina State University; 2006. [cited 2021 May 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1303.

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

Council of Science Editors:

Kadayam VV. Development of APA Design Criteria for Surface Mixtures. [Thesis]. North Carolina State University; 2006. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1303

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

11. Berg, Anthony. Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs.

Degree: MS, Civil Engineering, 2016, University of North Dakota

  The ability to create a hot-mix asphalt (HMA) design in a laboratory setting that matches the HMA mix that was done in a field… (more)

Subjects/Keywords: Asphalt; Cracking; Field Mix; HMA Mix; Laboratory Mix; Rutting

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APA (6th Edition):

Berg, A. (2016). Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1992

Chicago Manual of Style (16th Edition):

Berg, Anthony. “Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs.” 2016. Masters Thesis, University of North Dakota. Accessed May 08, 2021. https://commons.und.edu/theses/1992.

MLA Handbook (7th Edition):

Berg, Anthony. “Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs.” 2016. Web. 08 May 2021.

Vancouver:

Berg A. Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs. [Internet] [Masters thesis]. University of North Dakota; 2016. [cited 2021 May 08]. Available from: https://commons.und.edu/theses/1992.

Council of Science Editors:

Berg A. Cracking And Rutting Performance Of Field And Laboratory Hma Mix Designs. [Masters Thesis]. University of North Dakota; 2016. Available from: https://commons.und.edu/theses/1992


Delft University of Technology

12. Seleridis, Georgios (author). Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation.

Degree: 2017, Delft University of Technology

 The adaption of the functional characterization of asphalt concrete mixtures by the Dutch authorities, led to a big necessity in acquiring a fundamental understanding on… (more)

Subjects/Keywords: asphalt concrete; standard; type testing; rutting; water sensitivity

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APA (6th Edition):

Seleridis, G. (. (2017). Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dfb8113a-43c9-4dec-9f18-8da85eedf922

Chicago Manual of Style (16th Edition):

Seleridis, Georgios (author). “Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation.” 2017. Masters Thesis, Delft University of Technology. Accessed May 08, 2021. http://resolver.tudelft.nl/uuid:dfb8113a-43c9-4dec-9f18-8da85eedf922.

MLA Handbook (7th Edition):

Seleridis, Georgios (author). “Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation.” 2017. Web. 08 May 2021.

Vancouver:

Seleridis G(. Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 May 08]. Available from: http://resolver.tudelft.nl/uuid:dfb8113a-43c9-4dec-9f18-8da85eedf922.

Council of Science Editors:

Seleridis G(. Evaluation Of The Current Test Methods Of Water Sensitivity And Permanent Deformation. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:dfb8113a-43c9-4dec-9f18-8da85eedf922


University of New Mexico

13. Mendez Larrain, Matias Mario. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.

Degree: Civil Engineering, 2016, University of New Mexico

 Asphalt Concrete (AC) is susceptible to permanent deformation under traffic loading which is affected by AC temperature, mixture type, gradation, aggregate type, binder type and… (more)

Subjects/Keywords: Rutting; Moisture Damage; Hamburg Wheel Tracking Device; Weibull

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APA (6th Edition):

Mendez Larrain, M. M. (2016). ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31683

Chicago Manual of Style (16th Edition):

Mendez Larrain, Matias Mario. “ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.” 2016. Masters Thesis, University of New Mexico. Accessed May 08, 2021. http://hdl.handle.net/1928/31683.

MLA Handbook (7th Edition):

Mendez Larrain, Matias Mario. “ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE.” 2016. Web. 08 May 2021.

Vancouver:

Mendez Larrain MM. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/1928/31683.

Council of Science Editors:

Mendez Larrain MM. ANALYTICAL MODELING OF RUTTING POTENTIAL OF ASPHALT MIXES USING HAMBURG WHEEL TRACKING DEVICE. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31683


University of Tennessee – Knoxville

14. Gong, Hongren. Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide.

Degree: 2018, University of Tennessee – Knoxville

 The Mechanistic-Empirical Pavement Design Guide (MEPDG) represents the state-of-art procedure for pavement design. However, after more than a decade since its publication, the number of… (more)

Subjects/Keywords: MEPDG; calibration; machine learning; fatigue cracking; IRI; rutting

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APA (6th Edition):

Gong, H. (2018). Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/5067

Chicago Manual of Style (16th Edition):

Gong, Hongren. “Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide.” 2018. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed May 08, 2021. https://trace.tennessee.edu/utk_graddiss/5067.

MLA Handbook (7th Edition):

Gong, Hongren. “Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide.” 2018. Web. 08 May 2021.

Vancouver:

Gong H. Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2018. [cited 2021 May 08]. Available from: https://trace.tennessee.edu/utk_graddiss/5067.

Council of Science Editors:

Gong H. Enhancement and Local Calibration of Mechanistic-Empirical Pavement Design Guide. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2018. Available from: https://trace.tennessee.edu/utk_graddiss/5067


University of South Carolina

15. Rahman, Md Mostaqur. Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting.

Degree: PhD, Civil and Environmental Engineering, 2017, University of South Carolina

  In 2008, the American Association of State Highway and Transportation Officials (AASHTO) released a modified pavement design method (i.e., the Mechanistic Empirical Pavement Design… (more)

Subjects/Keywords: Civil Engineering; Engineering; Characterization; Subgrade Resilient Modulus; MEPDG; Effects; Pavement Rutting

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

APA (6th Edition):

Rahman, M. M. (2017). Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/4383

Chicago Manual of Style (16th Edition):

Rahman, Md Mostaqur. “Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting.” 2017. Doctoral Dissertation, University of South Carolina. Accessed May 08, 2021. https://scholarcommons.sc.edu/etd/4383.

MLA Handbook (7th Edition):

Rahman, Md Mostaqur. “Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting.” 2017. Web. 08 May 2021.

Vancouver:

Rahman MM. Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting. [Internet] [Doctoral dissertation]. University of South Carolina; 2017. [cited 2021 May 08]. Available from: https://scholarcommons.sc.edu/etd/4383.

Council of Science Editors:

Rahman MM. Characterization Of Subgrade Resilient Modulus For MEPDG And The Effects On Pavement Rutting. [Doctoral Dissertation]. University of South Carolina; 2017. Available from: https://scholarcommons.sc.edu/etd/4383


University of Maryland

16. Farzaneh, Azadeh. Rutting performance of asphalt pavements.

Degree: Civil Engineering, 2016, University of Maryland

 Cold in-place recycling (CIR) and cold central plant recycling (CCPR) of asphalt concrete (AC) and/or full-depth reclamation (FDR) of AC and aggregate base are faster… (more)

Subjects/Keywords: Civil engineering; Asphalt; cold recycled; Pavement; permanent deformation; Rutting; Structural properties

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APA (6th Edition):

Farzaneh, A. (2016). Rutting performance of asphalt pavements. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/18643

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):

Farzaneh, Azadeh. “Rutting performance of asphalt pavements.” 2016. Thesis, University of Maryland. Accessed May 08, 2021. http://hdl.handle.net/1903/18643.

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

MLA Handbook (7th Edition):

Farzaneh, Azadeh. “Rutting performance of asphalt pavements.” 2016. Web. 08 May 2021.

Vancouver:

Farzaneh A. Rutting performance of asphalt pavements. [Internet] [Thesis]. University of Maryland; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/1903/18643.

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

Council of Science Editors:

Farzaneh A. Rutting performance of asphalt pavements. [Thesis]. University of Maryland; 2016. Available from: http://hdl.handle.net/1903/18643

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


Virginia Tech

17. Boriack, Paul Christian. A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 This thesis investigates the effect of added asphalt binder content on the performance and volumetric properties of asphalt concrete mixes containing Reclaimed Asphalt Pavement (RAP).… (more)

Subjects/Keywords: Reclaimed Asphalt Concrete; dynamic modulus; fatigue resistance; rutting resistance; volumetric properties

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APA (6th Edition):

Boriack, P. C. (2014). A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/24810

Chicago Manual of Style (16th Edition):

Boriack, Paul Christian. “A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete.” 2014. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/24810.

MLA Handbook (7th Edition):

Boriack, Paul Christian. “A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete.” 2014. Web. 08 May 2021.

Vancouver:

Boriack PC. A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/24810.

Council of Science Editors:

Boriack PC. A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/24810

18. Portela Neto, Manoel Gualberto. Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas.

Degree: 2018, Brazil

Submitted by Zacarias Barbosa Matias Junior ([email protected]) on 2020-01-28T19:45:40Z No. of bitstreams: 1 2018_dis_mgportelaneto.pdf: 3655005 bytes, checksum: 48006dc8c655fbc1832c602e0746767c (MD5)

Rejected by Marlene Sousa ([email protected]), reason:… (more)

Subjects/Keywords: Transportes; Misturas de emulsão asfáltica; Flow number; Rutting; Repeated uniaxial load

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

APA (6th Edition):

Portela Neto, M. G. (2018). Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas. (Masters Thesis). Brazil. Retrieved from http://www.repositorio.ufc.br/handle/riufc/49901

Chicago Manual of Style (16th Edition):

Portela Neto, Manoel Gualberto. “Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas.” 2018. Masters Thesis, Brazil. Accessed May 08, 2021. http://www.repositorio.ufc.br/handle/riufc/49901.

MLA Handbook (7th Edition):

Portela Neto, Manoel Gualberto. “Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas.” 2018. Web. 08 May 2021.

Vancouver:

Portela Neto MG. Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas. [Internet] [Masters thesis]. Brazil; 2018. [cited 2021 May 08]. Available from: http://www.repositorio.ufc.br/handle/riufc/49901.

Council of Science Editors:

Portela Neto MG. Avaliação da faixa de agregados dominantes e componentes intersticiais em misturas asfálticas. [Masters Thesis]. Brazil; 2018. Available from: http://www.repositorio.ufc.br/handle/riufc/49901

19. Tan, Xiaoshu. Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures.

Degree: 2013, University of Nevada – Reno

 Estimation of long-term performance (or life) is a critical pavement design concern. Though wheel wander is not routinely addressed in pavement designs, its consideration provides… (more)

Subjects/Keywords: Fatigue Cracking; Monte-Carlo; Pavement Design; Rutting; Viscoelastic; Wheel Wander

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

APA (6th Edition):

Tan, X. (2013). Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3129

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):

Tan, Xiaoshu. “Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures.” 2013. Thesis, University of Nevada – Reno. Accessed May 08, 2021. http://hdl.handle.net/11714/3129.

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

MLA Handbook (7th Edition):

Tan, Xiaoshu. “Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures.” 2013. Web. 08 May 2021.

Vancouver:

Tan X. Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/11714/3129.

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

Council of Science Editors:

Tan X. Simulation and Analysis of the Wheel Wander on Viscoelastic Pavement Structures. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3129

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


Ryerson University

20. Amir, Maryam. Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model.

Degree: 2017, Ryerson University

 The AASHTO Mechanistic-Empirical Pavement Design Guide requires local calibration to account for local conditions, materials, and engineering practices. Previous local calibration studies in Ontario focused… (more)

Subjects/Keywords: Rutting of roads; Pavements  – Design and construction; Pavements  – Maintenance and repair; Pavements, Flexible; Pavements  – Cracking

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APA (6th Edition):

Amir, M. (2017). Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6647

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):

Amir, Maryam. “Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model.” 2017. Thesis, Ryerson University. Accessed May 08, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A6647.

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

MLA Handbook (7th Edition):

Amir, Maryam. “Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model.” 2017. Web. 08 May 2021.

Vancouver:

Amir M. Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model. [Internet] [Thesis]. Ryerson University; 2017. [cited 2021 May 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6647.

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

Council of Science Editors:

Amir M. Local calibration of MEPDG for Superpave Pavements in Ontario : Enhance rutting calibration and preliminary study on IRI model. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6647

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


North Carolina State University

21. Muthadi, Naresh Reddy. Local Calibration of the MEPDG for Flexible Pavement Design.

Degree: MS, Civil Engineering, 2007, North Carolina State University

 The 1993 American Association of State Highway and Transportation Officials (AASHTO) Guide for Design of Pavement Structures is a mere modification of the empirical methods… (more)

Subjects/Keywords: MEPDG; Calibration; Mechanistic-Empirical; Rutting; Fatigue

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APA (6th Edition):

Muthadi, N. R. (2007). Local Calibration of the MEPDG for Flexible Pavement Design. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/486

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):

Muthadi, Naresh Reddy. “Local Calibration of the MEPDG for Flexible Pavement Design.” 2007. Thesis, North Carolina State University. Accessed May 08, 2021. http://www.lib.ncsu.edu/resolver/1840.16/486.

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

MLA Handbook (7th Edition):

Muthadi, Naresh Reddy. “Local Calibration of the MEPDG for Flexible Pavement Design.” 2007. Web. 08 May 2021.

Vancouver:

Muthadi NR. Local Calibration of the MEPDG for Flexible Pavement Design. [Internet] [Thesis]. North Carolina State University; 2007. [cited 2021 May 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/486.

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

Council of Science Editors:

Muthadi NR. Local Calibration of the MEPDG for Flexible Pavement Design. [Thesis]. North Carolina State University; 2007. Available from: http://www.lib.ncsu.edu/resolver/1840.16/486

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


Brigham Young University

22. Butler, Mark J. Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah.

Degree: MS, 2010, Brigham Young University

 The purpose of this research was to compare the rutting, cracking, and development of roughness of two asphalt overlay types commonly used in northern Utah… (more)

Subjects/Keywords: asphalt; overlay; mechanistic-empirical; MEPDG; rutting; cracking; roughness; Civil and Environmental Engineering

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APA (6th Edition):

Butler, M. J. (2010). Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3055&context=etd

Chicago Manual of Style (16th Edition):

Butler, Mark J. “Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah.” 2010. Masters Thesis, Brigham Young University. Accessed May 08, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3055&context=etd.

MLA Handbook (7th Edition):

Butler, Mark J. “Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah.” 2010. Web. 08 May 2021.

Vancouver:

Butler MJ. Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah. [Internet] [Masters thesis]. Brigham Young University; 2010. [cited 2021 May 08]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3055&context=etd.

Council of Science Editors:

Butler MJ. Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah. [Masters Thesis]. Brigham Young University; 2010. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3055&context=etd

23. Landrus, Daniel David. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.

Degree: MS, Civil Engineering, 2016, University of North Dakota

  In this study, the change in rheological properties of nanoclay modified asphalt binders was determined in the laboratory. The four performance grade asphalt binders… (more)

Subjects/Keywords: Asphalt Pavement Analyzer; Complex Modulus; Dynamic Shear Rheometer; Nanoclay; Rheology; Rutting Resistance

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

APA (6th Edition):

Landrus, D. D. (2016). Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1916

Chicago Manual of Style (16th Edition):

Landrus, Daniel David. “Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.” 2016. Masters Thesis, University of North Dakota. Accessed May 08, 2021. https://commons.und.edu/theses/1916.

MLA Handbook (7th Edition):

Landrus, Daniel David. “Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance.” 2016. Web. 08 May 2021.

Vancouver:

Landrus DD. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. [Internet] [Masters thesis]. University of North Dakota; 2016. [cited 2021 May 08]. Available from: https://commons.und.edu/theses/1916.

Council of Science Editors:

Landrus DD. Effect Of Nanoclay On Binder Rheology And HMA Rutting Resistance. [Masters Thesis]. University of North Dakota; 2016. Available from: https://commons.und.edu/theses/1916

24. Mate, Anjo Maurice. Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement.

Degree: MEngr, Civil Engineering, 2020, University of North Dakota

  The number of Superpave mix design of gyrations (Ndesign) has been adopted by North Dakota Department of Transportation (NDDOT) to produce mixes of same… (more)

Subjects/Keywords: Asphalt Content; Fracture Energy; Ndesign; Number of Gyrations; Performance Grade; Rutting and Cracking tests

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

APA (6th Edition):

Mate, A. M. (2020). Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/3285

Chicago Manual of Style (16th Edition):

Mate, Anjo Maurice. “Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement.” 2020. Masters Thesis, University of North Dakota. Accessed May 08, 2021. https://commons.und.edu/theses/3285.

MLA Handbook (7th Edition):

Mate, Anjo Maurice. “Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement.” 2020. Web. 08 May 2021.

Vancouver:

Mate AM. Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement. [Internet] [Masters thesis]. University of North Dakota; 2020. [cited 2021 May 08]. Available from: https://commons.und.edu/theses/3285.

Council of Science Editors:

Mate AM. Evaluation Of Balanced Mix Design Gyrations (Ndesign) For North Dakota's Lower Class HMA Pavement. [Masters Thesis]. University of North Dakota; 2020. Available from: https://commons.und.edu/theses/3285


University of Lund

25. 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: Infrastructure Engineering; 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 https://lup.lub.lu.se/record/1884775 ; https://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 May 08, 2021. https://lup.lub.lu.se/record/1884775 ; https://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. 08 May 2021.

Vancouver:

Oscarsson E. Mechanistic-Empirical Modeling of Permanent Deformation in Asphalt Concrete Layers. [Internet] [Doctoral dissertation]. University of Lund; 2011. [cited 2021 May 08]. Available from: https://lup.lub.lu.se/record/1884775 ; https://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: https://lup.lub.lu.se/record/1884775 ; https://portal.research.lu.se/ws/files/3372849/1939373.pdf

26. Dapper, Helena. Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha.

Degree: 2020, Brazil

A crescente preocupação com o meio ambiente aliada a necessidade da busca de tecnologias com melhores respostas no que diz respeito ao desempenho do pavimento… (more)

Subjects/Keywords: Misturas asfálticas; Surfactantes; Fadiga (Engenharia); Asfalto-borracha; Warm asphalt mixture; Chemical additive; Fatigue; Rutting

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

APA (6th Edition):

Dapper, H. (2020). Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha. (Masters Thesis). Brazil. Retrieved from http://hdl.handle.net/10183/215265

Chicago Manual of Style (16th Edition):

Dapper, Helena. “Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha.” 2020. Masters Thesis, Brazil. Accessed May 08, 2021. http://hdl.handle.net/10183/215265.

MLA Handbook (7th Edition):

Dapper, Helena. “Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha.” 2020. Web. 08 May 2021.

Vancouver:

Dapper H. Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha. [Internet] [Masters thesis]. Brazil; 2020. [cited 2021 May 08]. Available from: http://hdl.handle.net/10183/215265.

Council of Science Editors:

Dapper H. Avaliação laboratorial de misturas asfálticas a quente e mornas com utilização de asfalto borracha. [Masters Thesis]. Brazil; 2020. Available from: http://hdl.handle.net/10183/215265


Clemson University

27. Zhao, Wenbin. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.

Degree: PhD, Civil Engineering, 2011, Clemson University

 Asphalt pavements are composed of three components: aggregate, asphalt binder, and air. In the process of plant production and on-site construction, the construction quality can… (more)

Subjects/Keywords: Asphalt Concrete; HMA; Indirect Tension Test; Performance Properties; Rutting; Volumetric Properties; Civil Engineering

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APA (6th Edition):

Zhao, W. (2011). THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/801

Chicago Manual of Style (16th Edition):

Zhao, Wenbin. “THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.” 2011. Doctoral Dissertation, Clemson University. Accessed May 08, 2021. https://tigerprints.clemson.edu/all_dissertations/801.

MLA Handbook (7th Edition):

Zhao, Wenbin. “THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES.” 2011. Web. 08 May 2021.

Vancouver:

Zhao W. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. [Internet] [Doctoral dissertation]. Clemson University; 2011. [cited 2021 May 08]. Available from: https://tigerprints.clemson.edu/all_dissertations/801.

Council of Science Editors:

Zhao W. THE EFFECTS OF FUNDAMENTAL MIXTURE PARAMETERS ON HOT-MIX ASPHALT PERFORMANCE PROPERTIES. [Doctoral Dissertation]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_dissertations/801


Boise State University

28. Chowdhury, Md Shahjalal. Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design.

Degree: 2020, Boise State University

 Climate change is one of the most concerning global issues and has the potential to influence every aspect of human life. Like different components of… (more)

Subjects/Keywords: climate change; AASHTOWare Pavement ME design; pavement design; pavement rutting; Transportation Engineering

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APA (6th Edition):

Chowdhury, M. S. (2020). Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design. (Thesis). Boise State University. Retrieved from https://scholarworks.boisestate.edu/td/1734

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):

Chowdhury, Md Shahjalal. “Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design.” 2020. Thesis, Boise State University. Accessed May 08, 2021. https://scholarworks.boisestate.edu/td/1734.

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

MLA Handbook (7th Edition):

Chowdhury, Md Shahjalal. “Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design.” 2020. Web. 08 May 2021.

Vancouver:

Chowdhury MS. Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design. [Internet] [Thesis]. Boise State University; 2020. [cited 2021 May 08]. Available from: https://scholarworks.boisestate.edu/td/1734.

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

Council of Science Editors:

Chowdhury MS. Quantifying the Effects of Climate Change on Pavement Performance Prediction using AASHTOWare Pavement ME Design. [Thesis]. Boise State University; 2020. Available from: https://scholarworks.boisestate.edu/td/1734

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

29. Ulloa Calderon, Alvaro E. Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures.

Degree: 2013, University of Nevada – Reno

 The performance of an asphalt pavement is significantly impacted by the properties of the asphalt mixture, pavement structure, and the imposed environmental and traffic loading… (more)

Subjects/Keywords: Effective pavement temperature; Flow number; HMA; Permanent deformation; Repeated load triaxial; Rutting; WRSC

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

APA (6th Edition):

Ulloa Calderon, A. E. (2013). Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3048

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):

Ulloa Calderon, Alvaro E. “Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures.” 2013. Thesis, University of Nevada – Reno. Accessed May 08, 2021. http://hdl.handle.net/11714/3048.

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

MLA Handbook (7th Edition):

Ulloa Calderon, Alvaro E. “Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures.” 2013. Web. 08 May 2021.

Vancouver:

Ulloa Calderon AE. Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/11714/3048.

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

Council of Science Editors:

Ulloa Calderon AE. Development of a Mechanistic-Based Approach to Evaluate Critical Conditions of Hot Mix Asphalt Mixtures. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3048

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

30. Porras-Alvarado, Juan D. Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada.

Degree: 2011, University of Nevada – Reno

 Warm Mix Asphalt is a generic term that refers to a specific group of technologies used to produce asphalt paving mixtures at lower temperatures than… (more)

Subjects/Keywords: dynamic modulus; overlay tester; reflective cracking; rutting; Warm Mix Asphalt; WMA; WRSC

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

APA (6th Edition):

Porras-Alvarado, J. D. (2011). Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3976

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):

Porras-Alvarado, Juan D. “Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada.” 2011. Thesis, University of Nevada – Reno. Accessed May 08, 2021. http://hdl.handle.net/11714/3976.

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

MLA Handbook (7th Edition):

Porras-Alvarado, Juan D. “Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada.” 2011. Web. 08 May 2021.

Vancouver:

Porras-Alvarado JD. Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada. [Internet] [Thesis]. University of Nevada – Reno; 2011. [cited 2021 May 08]. Available from: http://hdl.handle.net/11714/3976.

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

Council of Science Editors:

Porras-Alvarado JD. Mechanistic Properties of Field and Laboratory-Produced Warm Mix Asphalt Mixtures from Manitoba, Canada. [Thesis]. University of Nevada – Reno; 2011. Available from: http://hdl.handle.net/11714/3976

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

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