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You searched for subject:(Coloured Hot Mix Asphalt). Showing records 1 – 30 of 4638 total matches.

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University of Waterloo

1. Varamini, Sina. Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada.

Degree: 2016, University of Waterloo

 Transportation services play an important role in the Canadian economy, and social activities as well as Canada's competitiveness in the global economy. As one of… (more)

Subjects/Keywords: Warm Mix Ashalt; Coloured Hot Mix Asphalt; Pavement Sustainability; AASHTOWare MEPDG; Pavement Life Cycle Cost Analysis

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

APA (6th Edition):

Varamini, S. (2016). Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11112

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):

Varamini, Sina. “Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada.” 2016. Thesis, University of Waterloo. Accessed July 23, 2018. http://hdl.handle.net/10012/11112.

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

MLA Handbook (7th Edition):

Varamini, Sina. “Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada.” 2016. Web. 23 Jul 2018.

Vancouver:

Varamini S. Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10012/11112.

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

Council of Science Editors:

Varamini S. Technical, Economic and Environmental Evaluation of Warm Mix Asphalt and Coloured Asphalt for Usage in Canada. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/11112

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


University of Waterloo

2. Wakefield, Amma. A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt.

Degree: 2011, University of Waterloo

 Warm mix asphalt (WMA) technology has now been successfully used in Ontario for a few years. This shift in usage relates to extensions in construction… (more)

Subjects/Keywords: Hot Mix Asphalt; Warm Mix Asphalt

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APA (6th Edition):

Wakefield, A. (2011). A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/6272

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):

Wakefield, Amma. “A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt.” 2011. Thesis, University of Waterloo. Accessed July 23, 2018. http://hdl.handle.net/10012/6272.

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

MLA Handbook (7th Edition):

Wakefield, Amma. “A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt.” 2011. Web. 23 Jul 2018.

Vancouver:

Wakefield A. A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10012/6272.

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

Council of Science Editors:

Wakefield A. A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt. [Thesis]. University of Waterloo; 2011. Available from: http://hdl.handle.net/10012/6272

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


Virginia Tech

3. Diefenderfer, Stacey D. Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road.

Degree: Civil Engineering, 2009, Virginia Tech

 This study investigated the influence of material properties on fatigue life through laboratory fatigue testing of eleven Superpave hot mix asphalt (HMA) mixtures in use… (more)

Subjects/Keywords: Superpave; hot mix asphalt; fatigue

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APA (6th Edition):

Diefenderfer, S. D. (2009). Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29538

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):

Diefenderfer, Stacey D. “Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road.” 2009. Thesis, Virginia Tech. Accessed July 23, 2018. http://hdl.handle.net/10919/29538.

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

MLA Handbook (7th Edition):

Diefenderfer, Stacey D. “Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road.” 2009. Web. 23 Jul 2018.

Vancouver:

Diefenderfer SD. Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road. [Internet] [Thesis]. Virginia Tech; 2009. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10919/29538.

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

Council of Science Editors:

Diefenderfer SD. Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road. [Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/29538

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

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Mohd Hasan, Mohd Rosli. “PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.” 2014. Masters Thesis, Michigan Technological University. Accessed July 23, 2018. http://digitalcommons.mtu.edu/etd-restricted/186.

MLA Handbook (7th Edition):

Mohd Hasan, Mohd Rosli. “PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.” 2014. Web. 23 Jul 2018.

Vancouver:

Mohd Hasan MR. PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE. [Internet] [Masters thesis]. Michigan Technological University; 2014. [cited 2018 Jul 23]. Available from: http://digitalcommons.mtu.edu/etd-restricted/186.

Council of Science Editors:

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


Addis Ababa University

5. Tewodros, Nigatu. EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE .

Degree: 2014, Addis Ababa University

 Various studies have shown that replacement of natural aggregate by crushed waste glass on the performance of asphalt concrete pavements. This study was intended to… (more)

Subjects/Keywords: Glasphalt; Cullet; Hot Mix Asphalt; Moisture susceptibility; Stripping; Asphalt

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APA (6th Edition):

Tewodros, N. (2014). EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6118

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):

Tewodros, Nigatu. “EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE .” 2014. Thesis, Addis Ababa University. Accessed July 23, 2018. http://etd.aau.edu.et/dspace/handle/123456789/6118.

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

MLA Handbook (7th Edition):

Tewodros, Nigatu. “EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE .” 2014. Web. 23 Jul 2018.

Vancouver:

Tewodros N. EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2018 Jul 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6118.

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

Council of Science Editors:

Tewodros N. EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6118

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


University of Waterloo

6. Islam, Riyad-UL. Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective.

Degree: 2011, University of Waterloo

 Today, a large quantity of waste is generated from the replacement of residential and commercial roofs. Many of the roofs being upgraded with previously constructed… (more)

Subjects/Keywords: Recycled Asphalt Shingles (RAS); Hot Mix Asphalt (HMA)

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APA (6th Edition):

Islam, R. (2011). Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5834

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):

Islam, Riyad-UL. “Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective.” 2011. Thesis, University of Waterloo. Accessed July 23, 2018. http://hdl.handle.net/10012/5834.

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

MLA Handbook (7th Edition):

Islam, Riyad-UL. “Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective.” 2011. Web. 23 Jul 2018.

Vancouver:

Islam R. Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10012/5834.

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

Council of Science Editors:

Islam R. Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective. [Thesis]. University of Waterloo; 2011. Available from: http://hdl.handle.net/10012/5834

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


Texas A&M University

7. Muras, Andrew J. Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties.

Degree: 2010, Texas A&M University

 The underlying purpose of any pavement is to provide a safe, smooth and reliable surface for the intended users. In the case of hot mix(more)

Subjects/Keywords: Asphalt; Hot Mix Asphalt Concrete; HMA; Compaction; Mixture Properties; Prediction

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APA (6th Edition):

Muras, A. J. (2010). Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7802

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):

Muras, Andrew J. “Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties.” 2010. Thesis, Texas A&M University. Accessed July 23, 2018. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7802.

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

MLA Handbook (7th Edition):

Muras, Andrew J. “Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties.” 2010. Web. 23 Jul 2018.

Vancouver:

Muras AJ. Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7802.

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

Council of Science Editors:

Muras AJ. Prediction of Asphalt Mixture Compactability from Mixture, Asphalt, and Aggregate Properties. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7802

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


Kansas State University

8. Sabahfar, Nassim. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.

Degree: PhD, Department of Civil Engineering, 2016, Kansas State University

Hot in-place recycling (HIR) preserves distressed asphalt pavements while minimizing use of virgin binder and aggregates. The final quality of an HIR mixture depends on… (more)

Subjects/Keywords: Hot mix asphalt; Hot in-place recycling; Asphalt rejuvenating agent; Asphalt binder; Aging; Reclaimed asphalt pavement

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APA (6th Edition):

Sabahfar, N. (2016). Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/32801

Chicago Manual of Style (16th Edition):

Sabahfar, Nassim. “Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.” 2016. Doctoral Dissertation, Kansas State University. Accessed July 23, 2018. http://hdl.handle.net/2097/32801.

MLA Handbook (7th Edition):

Sabahfar, Nassim. “Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties.” 2016. Web. 23 Jul 2018.

Vancouver:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Internet] [Doctoral dissertation]. Kansas State University; 2016. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/2097/32801.

Council of Science Editors:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Doctoral Dissertation]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32801

9. Uppu, Kiran Kumar. Durable superpave hot-mix asphalt mixes in Kansas.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 A recent study at Kansas State University has shown that asphalt producers in Kansas are producing hot-mix asphalt (HMA) mixtures with lower asphalt contents than… (more)

Subjects/Keywords: Asphalt content; Drier mixtures; Practical performance model; Hot mix asphalt; QC/QA; HMA; Engineering (0537)

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Sample image

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APA (6th Edition):

Uppu, K. K. (2012). Durable superpave hot-mix asphalt mixes in Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13595

Chicago Manual of Style (16th Edition):

Uppu, Kiran Kumar. “Durable superpave hot-mix asphalt mixes in Kansas.” 2012. Masters Thesis, Kansas State University. Accessed July 23, 2018. http://hdl.handle.net/2097/13595.

MLA Handbook (7th Edition):

Uppu, Kiran Kumar. “Durable superpave hot-mix asphalt mixes in Kansas.” 2012. Web. 23 Jul 2018.

Vancouver:

Uppu KK. Durable superpave hot-mix asphalt mixes in Kansas. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/2097/13595.

Council of Science Editors:

Uppu KK. Durable superpave hot-mix asphalt mixes in Kansas. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13595


Arizona State University

10. Souliman, Mena Ibrahim Ifram. Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete.

Degree: PhD, Civil and Environmental Engineering, 2012, Arizona State University

 One of the main requirements of designing perpetual pavements is to determine the endurance limit of Hot Mix Asphalt (HMA). The purpose of this study… (more)

Subjects/Keywords: Civil engineering; Endurance Limit; Fatigue; Healing; Hot Mix Asphalt; Rest Period

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APA (6th Edition):

Souliman, M. I. I. (2012). Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/14701

Chicago Manual of Style (16th Edition):

Souliman, Mena Ibrahim Ifram. “Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete.” 2012. Doctoral Dissertation, Arizona State University. Accessed July 23, 2018. http://repository.asu.edu/items/14701.

MLA Handbook (7th Edition):

Souliman, Mena Ibrahim Ifram. “Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete.” 2012. Web. 23 Jul 2018.

Vancouver:

Souliman MII. Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete. [Internet] [Doctoral dissertation]. Arizona State University; 2012. [cited 2018 Jul 23]. Available from: http://repository.asu.edu/items/14701.

Council of Science Editors:

Souliman MII. Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete. [Doctoral Dissertation]. Arizona State University; 2012. Available from: http://repository.asu.edu/items/14701


University of Canterbury

11. Stubbs, Anthony Pooley. Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design.

Degree: Civil and Natural Resources Engineering, 2011, University of Canterbury

 Asphalt’s fatigue and modulus characteristics play an important role in pavement design. Ultimately they govern the required thickness of asphalt to structurally support heavy vehicles.… (more)

Subjects/Keywords: fatigue cracking; factorial design; factors; hot mix asphalt; pavement design

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APA (6th Edition):

Stubbs, A. P. (2011). Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/6520

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):

Stubbs, Anthony Pooley. “Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design.” 2011. Thesis, University of Canterbury. Accessed July 23, 2018. http://hdl.handle.net/10092/6520.

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

MLA Handbook (7th Edition):

Stubbs, Anthony Pooley. “Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design.” 2011. Web. 23 Jul 2018.

Vancouver:

Stubbs AP. Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design. [Internet] [Thesis]. University of Canterbury; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10092/6520.

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

Council of Science Editors:

Stubbs AP. Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design. [Thesis]. University of Canterbury; 2011. Available from: http://hdl.handle.net/10092/6520

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


University of Cincinnati

12. Hassan, Aleef. Reuse of Petroleum Contaminated Soil in Pavement Construction.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2011, University of Cincinnati

  This study explores the possibility of using PCS in the surface layer of asphalt pavements. It looks into engineering aspects like stability, flow, air… (more)

Subjects/Keywords: Civil Engineering; Petroleum Contaminated Soil; Hot Mix Asphalt; Contaminated Soil Reuse

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APA (6th Edition):

Hassan, A. (2011). Reuse of Petroleum Contaminated Soil in Pavement Construction. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1314041097

Chicago Manual of Style (16th Edition):

Hassan, Aleef. “Reuse of Petroleum Contaminated Soil in Pavement Construction.” 2011. Masters Thesis, University of Cincinnati. Accessed July 23, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1314041097.

MLA Handbook (7th Edition):

Hassan, Aleef. “Reuse of Petroleum Contaminated Soil in Pavement Construction.” 2011. Web. 23 Jul 2018.

Vancouver:

Hassan A. Reuse of Petroleum Contaminated Soil in Pavement Construction. [Internet] [Masters thesis]. University of Cincinnati; 2011. [cited 2018 Jul 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1314041097.

Council of Science Editors:

Hassan A. Reuse of Petroleum Contaminated Soil in Pavement Construction. [Masters Thesis]. University of Cincinnati; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1314041097


North Carolina State University

13. Yun, Taeyoung. Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression.

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

 This dissertation presents a uniaxial viscoplastic constitutive model that is capable of capturing the rate-dependent hardening-softening behavior of hot-mix asphalt (HMA) subject to compressive loading.… (more)

Subjects/Keywords: hot mix asphalt; viscoplastic model; rate-dependent yield criterion

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APA (6th Edition):

Yun, T. (2008). Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3103

Chicago Manual of Style (16th Edition):

Yun, Taeyoung. “Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression.” 2008. Doctoral Dissertation, North Carolina State University. Accessed July 23, 2018. http://www.lib.ncsu.edu/resolver/1840.16/3103.

MLA Handbook (7th Edition):

Yun, Taeyoung. “Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression.” 2008. Web. 23 Jul 2018.

Vancouver:

Yun T. Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression. [Internet] [Doctoral dissertation]. North Carolina State University; 2008. [cited 2018 Jul 23]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3103.

Council of Science Editors:

Yun T. Development of a Viscoplastic Constitutive Model using Rate-Dependent Yield Criterion for HMA in Compression. [Doctoral Dissertation]. North Carolina State University; 2008. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3103


Queens University

14. Ghimire, Bidur Chandra. LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER .

Degree: Chemistry, 2015, Queens University

 This thesis discusses and documents findings from an investigation of low temperature testing of asphalt mixes and rheological testing of binders. A number of asphalt(more)

Subjects/Keywords: Rheological Testing; MEPDG; Thermal Cracking; DSR; IDT Testing; Hot Mix Asphalt

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APA (6th Edition):

Ghimire, B. C. (2015). LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12816

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):

Ghimire, Bidur Chandra. “LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER .” 2015. Thesis, Queens University. Accessed July 23, 2018. http://hdl.handle.net/1974/12816.

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

MLA Handbook (7th Edition):

Ghimire, Bidur Chandra. “LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER .” 2015. Web. 23 Jul 2018.

Vancouver:

Ghimire BC. LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER . [Internet] [Thesis]. Queens University; 2015. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/1974/12816.

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

Council of Science Editors:

Ghimire BC. LOW TEMPERATURE TESTING OF ONTARIO HOT MIX ASPHALT AND RHEOLOGICAL TESTING OF RECOVERED BINDER . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/12816

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

15. Hornyak, Nicholas James. Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project.

Degree: 2010, Marquette University

 With the emergence of the mechanistic-empirical pavement design process, development of pavements rely on the structural response and fatigue characteristics of pavement materials due to… (more)

Subjects/Keywords: Fatigue; Hot Mix Asphalt; Instrumentation; Strain Guage; Civil Engineering

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APA (6th Edition):

Hornyak, N. J. (2010). Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project. (Thesis). Marquette University. Retrieved from https://epublications.marquette.edu/dissertations_mu/35

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):

Hornyak, Nicholas James. “Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project.” 2010. Thesis, Marquette University. Accessed July 23, 2018. https://epublications.marquette.edu/dissertations_mu/35.

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

MLA Handbook (7th Edition):

Hornyak, Nicholas James. “Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project.” 2010. Web. 23 Jul 2018.

Vancouver:

Hornyak NJ. Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project. [Internet] [Thesis]. Marquette University; 2010. [cited 2018 Jul 23]. Available from: https://epublications.marquette.edu/dissertations_mu/35.

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

Council of Science Editors:

Hornyak NJ. Perpetual Pavement Analysis for the Marquette Interchange Instrumentation Project. [Thesis]. Marquette University; 2010. Available from: https://epublications.marquette.edu/dissertations_mu/35

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


Penn State University

16. Chang, Chieh-Tang. EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES.

Degree: MS, Civil Engineering, 2009, Penn State University

 The sources delivering quality aggregate for use in hot-mix asphalt concrete have been depleting in PennDOT District 1, which has currently resulted in shortage of… (more)

Subjects/Keywords: accelerated pavement testing; moisture damage; hot-mix asphalt pavement; dynamic modulus

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APA (6th Edition):

Chang, C. (2009). EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10073

Chicago Manual of Style (16th Edition):

Chang, Chieh-Tang. “EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES.” 2009. Masters Thesis, Penn State University. Accessed July 23, 2018. https://etda.libraries.psu.edu/catalog/10073.

MLA Handbook (7th Edition):

Chang, Chieh-Tang. “EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES.” 2009. Web. 23 Jul 2018.

Vancouver:

Chang C. EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2018 Jul 23]. Available from: https://etda.libraries.psu.edu/catalog/10073.

Council of Science Editors:

Chang C. EVALUATION OF MOISTURE DAMAGE IN HOT-MIX ASPHALT WITH PENNDOT DISTRICT 1 LOCAL AGGREGATES. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/10073


Virginia Tech

17. Harris, Christopher Holt. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.

Degree: Civil Engineering, 2007, Virginia Tech

 Permeability of hot mix asphalt (HMA) is a property that is important to the pavementâ s durability. Measuring permeability along with density will give a… (more)

Subjects/Keywords: permeability; anisotropy; hot mix asphalt

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APA (6th Edition):

Harris, C. H. (2007). Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35848

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):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Thesis, Virginia Tech. Accessed July 23, 2018. http://hdl.handle.net/10919/35848.

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

MLA Handbook (7th Edition):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Web. 23 Jul 2018.

Vancouver:

Harris CH. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. [Internet] [Thesis]. Virginia Tech; 2007. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10919/35848.

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

Council of Science Editors:

Harris CH. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. [Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/35848

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


University of Illinois – Urbana-Champaign

18. Kim, Minkyum. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 The viscoelastic modulus of hot-mix asphalt (HMA) such as the complex modulus, E*, is an essential material parameter for better paving mixture design and asphalt(more)

Subjects/Keywords: Micromechanics; Differential scheme; particulate composite; Hot-Mix Asphalt; Complex modulus; Stiffening

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APA (6th Edition):

Kim, M. (2010). Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/14609

Chicago Manual of Style (16th Edition):

Kim, Minkyum. “Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 23, 2018. http://hdl.handle.net/2142/14609.

MLA Handbook (7th Edition):

Kim, Minkyum. “Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations.” 2010. Web. 23 Jul 2018.

Vancouver:

Kim M. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/2142/14609.

Council of Science Editors:

Kim M. Development of differential scheme micromechanics modeling framework for predictions of hot-mix asphalt (HMA) complex modulus and experimental validations. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/14609


University of Waterloo

19. Ddamba, Shirley Jacqueline. Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement.

Degree: 2011, University of Waterloo

 Due to the 15-20 year life span of roofing shingles, 1.5 million tonnes of asphalt roofing shingles are being demolished and replaced annually in Canada… (more)

Subjects/Keywords: Recycled Asphalt Shingles; Flexible Pavements; Ontario Hot Mix

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APA (6th Edition):

Ddamba, S. J. (2011). Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/6285

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):

Ddamba, Shirley Jacqueline. “Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement.” 2011. Thesis, University of Waterloo. Accessed July 23, 2018. http://hdl.handle.net/10012/6285.

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

MLA Handbook (7th Edition):

Ddamba, Shirley Jacqueline. “Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement.” 2011. Web. 23 Jul 2018.

Vancouver:

Ddamba SJ. Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10012/6285.

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

Council of Science Editors:

Ddamba SJ. Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement. [Thesis]. University of Waterloo; 2011. Available from: http://hdl.handle.net/10012/6285

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


Curtin University of Technology

20. Valenzuela, Wilfredo. Variability in the determination of bulk and maximum density of hot mix asphalt .

Degree: 2011, Curtin University of Technology

 Roads are a vital link, in particular in a country like Australia where distances are extensive. Western Australia is no exception, with Main Roads, Western… (more)

Subjects/Keywords: differences in density determination; bulk density; hot mix asphalt; maximum density

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APA (6th Edition):

Valenzuela, W. (2011). Variability in the determination of bulk and maximum density of hot mix asphalt . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/2264

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):

Valenzuela, Wilfredo. “Variability in the determination of bulk and maximum density of hot mix asphalt .” 2011. Thesis, Curtin University of Technology. Accessed July 23, 2018. http://hdl.handle.net/20.500.11937/2264.

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

MLA Handbook (7th Edition):

Valenzuela, Wilfredo. “Variability in the determination of bulk and maximum density of hot mix asphalt .” 2011. Web. 23 Jul 2018.

Vancouver:

Valenzuela W. Variability in the determination of bulk and maximum density of hot mix asphalt . [Internet] [Thesis]. Curtin University of Technology; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/20.500.11937/2264.

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

Council of Science Editors:

Valenzuela W. Variability in the determination of bulk and maximum density of hot mix asphalt . [Thesis]. Curtin University of Technology; 2011. Available from: http://hdl.handle.net/20.500.11937/2264

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


Texas A&M University

21. Geiger, Brian James. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.

Degree: 2011, Texas A&M University

 The effects of using alkali-silica reaction (ASR) affected recycled concrete aggregate (ASR-RCA) in hot mix asphalt (HMA) were investigated in this study. Dilatometer and modified… (more)

Subjects/Keywords: Alkali-Silica Reaction; Recycled Concrete Aggregate; Hot Mix Asphalt; Dilatometer

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APA (6th Edition):

Geiger, B. J. (2011). The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504

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):

Geiger, Brian James. “The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.” 2011. Thesis, Texas A&M University. Accessed July 23, 2018. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

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

MLA Handbook (7th Edition):

Geiger, Brian James. “The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.” 2011. Web. 23 Jul 2018.

Vancouver:

Geiger BJ. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

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

Council of Science Editors:

Geiger BJ. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504

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


Texas A&M University

22. Lawrence, James 1973-. Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.

Degree: 2012, Texas A&M University

 There are many factors which contribute to fatigue failure in HMA. While studies have been made with respect to binder aging, little has been done… (more)

Subjects/Keywords: Field Samples; Uniaxial Testing; Binder Aging; Hot Mix Asphalt

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APA (6th Edition):

Lawrence, J. 1. (2012). Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148088

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):

Lawrence, James 1973-. “Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.” 2012. Thesis, Texas A&M University. Accessed July 23, 2018. http://hdl.handle.net/1969.1/148088.

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

MLA Handbook (7th Edition):

Lawrence, James 1973-. “Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.” 2012. Web. 23 Jul 2018.

Vancouver:

Lawrence J1. Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/1969.1/148088.

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

Council of Science Editors:

Lawrence J1. Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148088

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


Addis Ababa University

23. Asres, Simeneh. THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES .

Degree: 2014, Addis Ababa University

 Well-designed asphalt mixtures can be expected to serve successfully for many years under a variety of loading and environmental conditions. However, Stripping is one of… (more)

Subjects/Keywords: Hot Mix Asphalt; Moisture damage; Moisture susceptibility; Anti-strip additives; Marshall Mix design

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APA (6th Edition):

Asres, S. (2014). THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4135

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):

Asres, Simeneh. “THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES .” 2014. Thesis, Addis Ababa University. Accessed July 23, 2018. http://etd.aau.edu.et/dspace/handle/123456789/4135.

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

MLA Handbook (7th Edition):

Asres, Simeneh. “THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES .” 2014. Web. 23 Jul 2018.

Vancouver:

Asres S. THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2018 Jul 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4135.

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

Council of Science Editors:

Asres S. THE EFFECT OF HYDRATED LIME ADDITIVES ON MOISTURE SENSITIVITY AND OVERALL PERFORMANCE OF HOT MIX ASPHALT MIXTURES . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4135

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


University of Akron

24. Ali, Ayman W. Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders.

Degree: MS, Civil Engineering, 2010, University of Akron

 Warm Mix Asphalt (WMA) is a name given to different technologies that have the common purpose of reducing the viscosity of the asphalt binders. This… (more)

Subjects/Keywords: Civil Engineering; Warm Mix Asphalt; WMA; Hot Mix Asphalt; Rutting Susceptibility; Moisture Susceptibility; Simple Performance Test

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APA (6th Edition):

Ali, A. W. (2010). Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1280336344

Chicago Manual of Style (16th Edition):

Ali, Ayman W. “Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders.” 2010. Masters Thesis, University of Akron. Accessed July 23, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1280336344.

MLA Handbook (7th Edition):

Ali, Ayman W. “Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders.” 2010. Web. 23 Jul 2018.

Vancouver:

Ali AW. Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2018 Jul 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1280336344.

Council of Science Editors:

Ali AW. Laboratory Evaluation of Warm Mix Asphalt Prepared Using Foamed Asphalt Binders. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1280336344

25. Gigante, Antonio Carlos. Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes.

Degree: Mestrado, Infra-Estrutura de Transportes, 2007, University of São Paulo

Este trabalho teve como objetivo avaliar o módulo de resiliência de misturas asfálticas densas sob duas condições. A primeira foi o estudo dos efeitos do… (more)

Subjects/Keywords: Asfalto; Asphalt; Condições ambientais; Environmental conditions; Hot-mix asphalt mixes; Hot-mix asphalt with lime; Misturas asfálticas; Misturas asfálticas com cal; Módulo de resiliência; Pavement; Pavimento; Resilient modulus

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APA (6th Edition):

Gigante, A. C. (2007). Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18143/tde-19032008-135756/ ;

Chicago Manual of Style (16th Edition):

Gigante, Antonio Carlos. “Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes.” 2007. Masters Thesis, University of São Paulo. Accessed July 23, 2018. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-19032008-135756/ ;.

MLA Handbook (7th Edition):

Gigante, Antonio Carlos. “Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes.” 2007. Web. 23 Jul 2018.

Vancouver:

Gigante AC. Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2018 Jul 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-19032008-135756/ ;.

Council of Science Editors:

Gigante AC. Avaliação da susceptibilidade térmica e do efeito das condições ambientais no enrijecimento de misturas asfálticas densas à luz de seus comportamentos resilientes. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-19032008-135756/ ;


Louisiana State University

26. Ying, Hao. Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests.

Degree: MSCE, Civil and Environmental Engineering, 2011, Louisiana State University

 The dynamic modulus test is conducted based on the assumption that no damage is induced during the testing process and that measurements are conducted within… (more)

Subjects/Keywords: FLOW NUMBER; COMPLEX MODULUS; HOT-MIX ASPHALT; DAMAGE; X-RAY COMPUTED TOMOGRAPHY

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APA (6th Edition):

Ying, H. (2011). Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests. (Masters Thesis). Louisiana State University. Retrieved from etd-06292011-163239 ; https://digitalcommons.lsu.edu/gradschool_theses/675

Chicago Manual of Style (16th Edition):

Ying, Hao. “Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests.” 2011. Masters Thesis, Louisiana State University. Accessed July 23, 2018. etd-06292011-163239 ; https://digitalcommons.lsu.edu/gradschool_theses/675.

MLA Handbook (7th Edition):

Ying, Hao. “Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests.” 2011. Web. 23 Jul 2018.

Vancouver:

Ying H. Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2018 Jul 23]. Available from: etd-06292011-163239 ; https://digitalcommons.lsu.edu/gradschool_theses/675.

Council of Science Editors:

Ying H. Using X-Ray Computed Tomography to Quantify Damage of Hot-Mix Asphalt in the Dynamic Complex Modulus and Flow Number Tests. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-06292011-163239 ; https://digitalcommons.lsu.edu/gradschool_theses/675


University of Illinois – Urbana-Champaign

27. Baek, Jongeun. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

Hot-mix asphalt (HMA) overlay is regarded as an efficient method to rehabilitate moderately deteriorated pavements. Despite the application of an adequately designed overlay, when HMA… (more)

Subjects/Keywords: Hot-mix asphalt overlay; Reflective cracking; Interlayer system; finite element model; cohesive zone model

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

APA (6th Edition):

Baek, J. (2010). Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16021

Chicago Manual of Style (16th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 23, 2018. http://hdl.handle.net/2142/16021.

MLA Handbook (7th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Web. 23 Jul 2018.

Vancouver:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/2142/16021.

Council of Science Editors:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16021

28. Bardini, Vivian Silveira dos Santos. Influência do fíler mineral em propriedades de misturas asfálticas densas.

Degree: PhD, Infra-Estrutura de Transportes, 2013, University of São Paulo

Esta pesquisa tem por objetivo contribuir para o melhor entendimento dos efeitos do fíler mineral sobre o comportamento mecânico de misturas asfálticas densas, particularmente em… (more)

Subjects/Keywords: Asphalt mastic; Energia de fratura; Fíler mineral; Fracture energy; Hot mix asphalt; Mástique asfáltico; Mineral filler; Mistura asfáltica

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

APA (6th Edition):

Bardini, V. S. d. S. (2013). Influência do fíler mineral em propriedades de misturas asfálticas densas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-090958/ ;

Chicago Manual of Style (16th Edition):

Bardini, Vivian Silveira dos Santos. “Influência do fíler mineral em propriedades de misturas asfálticas densas.” 2013. Doctoral Dissertation, University of São Paulo. Accessed July 23, 2018. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-090958/ ;.

MLA Handbook (7th Edition):

Bardini, Vivian Silveira dos Santos. “Influência do fíler mineral em propriedades de misturas asfálticas densas.” 2013. Web. 23 Jul 2018.

Vancouver:

Bardini VSdS. Influência do fíler mineral em propriedades de misturas asfálticas densas. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2018 Jul 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-090958/ ;.

Council of Science Editors:

Bardini VSdS. Influência do fíler mineral em propriedades de misturas asfálticas densas. [Doctoral Dissertation]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-090958/ ;


Universidade do Rio Grande do Sul

29. Reis, Rafael Marçal Martins de. Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado.

Degree: 2012, Universidade do Rio Grande do Sul

Na década de 1970, foi adotado para o projeto de pavimentos na França o princípio da “dissociação de funções das camadas do revestimento”. Principalmente foram… (more)

Subjects/Keywords: Pavement; Pavimentação; Ensaios (Engenharia); Asphalt mixes; Dosagem de concreto; Ultrathin hot-mix asphalt wearing course; Misturas asfálticas; Concreto asfáltico

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

APA (6th Edition):

Reis, R. M. M. d. (2012). Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/75877

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):

Reis, Rafael Marçal Martins de. “Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado.” 2012. Thesis, Universidade do Rio Grande do Sul. Accessed July 23, 2018. http://hdl.handle.net/10183/75877.

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

MLA Handbook (7th Edition):

Reis, Rafael Marçal Martins de. “Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado.” 2012. Web. 23 Jul 2018.

Vancouver:

Reis RMMd. Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10183/75877.

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

Council of Science Editors:

Reis RMMd. Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado. [Thesis]. Universidade do Rio Grande do Sul; 2012. Available from: http://hdl.handle.net/10183/75877

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

30. Colpo, Gracieli Bordin. Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos.

Degree: 2014, Universidade do Rio Grande do Sul

O fenômeno de fadiga é caracterizado pela deterioração estrutural que um material está sujeito quando submetido a um estado de tensões e de deformações repetidas,… (more)

Subjects/Keywords: Fatigue; Pavimentos; Asphalt mixtures; Misturas asfálticas; Ensaios de fadiga; Hot mix asphalt; Four point bending test; Dynamic module

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

APA (6th Edition):

Colpo, G. B. (2014). Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/114463

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):

Colpo, Gracieli Bordin. “Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos.” 2014. Thesis, Universidade do Rio Grande do Sul. Accessed July 23, 2018. http://hdl.handle.net/10183/114463.

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

MLA Handbook (7th Edition):

Colpo, Gracieli Bordin. “Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos.” 2014. Web. 23 Jul 2018.

Vancouver:

Colpo GB. Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2014. [cited 2018 Jul 23]. Available from: http://hdl.handle.net/10183/114463.

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

Council of Science Editors:

Colpo GB. Análise de fadiga de misturas asfálticas através do ensaio de flexão em viga quatro pontos. [Thesis]. Universidade do Rio Grande do Sul; 2014. Available from: http://hdl.handle.net/10183/114463

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

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