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You searched for subject:(Hot mix asphalt). Showing records 1 – 30 of 87 total matches.

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University of Waterloo

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

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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Wakefield A. A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2021 Mar 04]. 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


Michigan Technological University

2. 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 https://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 March 04, 2021. https://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. 04 Mar 2021.

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 2021 Mar 04]. Available from: https://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: https://digitalcommons.mtu.edu/etd-restricted/186


Addis Ababa University

3. 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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Tewodros N. EXPERIMENTAL INVESTIGATION OF USE OF GLASS CULLET AS ASPHALT MIXTURE AGGREGATE . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 Mar 04]. 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

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

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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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


Kansas State University

5. 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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Internet] [Doctoral dissertation]. Kansas State University; 2016. [cited 2021 Mar 04]. 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

6. Rahbar-Rastegar, Reyhaneh. CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING.

Degree: PhD, 2017, University of New Hampshire

  Cracking in asphalt pavements is one of the most common and critical pavement distresses. Cracks let the water penetrate from the surface to underlying… (more)

Subjects/Keywords: Aging; Asphalt binder; Fatigue cracking; Hot mix asphalt; Thermal cracking; Civil engineering

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APA (6th Edition):

Rahbar-Rastegar, R. (2017). CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING. (Doctoral Dissertation). University of New Hampshire. Retrieved from https://scholars.unh.edu/dissertation/2284

Chicago Manual of Style (16th Edition):

Rahbar-Rastegar, Reyhaneh. “CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING.” 2017. Doctoral Dissertation, University of New Hampshire. Accessed March 04, 2021. https://scholars.unh.edu/dissertation/2284.

MLA Handbook (7th Edition):

Rahbar-Rastegar, Reyhaneh. “CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING.” 2017. Web. 04 Mar 2021.

Vancouver:

Rahbar-Rastegar R. CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING. [Internet] [Doctoral dissertation]. University of New Hampshire; 2017. [cited 2021 Mar 04]. Available from: https://scholars.unh.edu/dissertation/2284.

Council of Science Editors:

Rahbar-Rastegar R. CRACKING IN ASPHALT PAVEMENTS: IMPACT OF COMPONENT PROPERTIES AND AGING ON FATIGUE AND THERMAL CRACKING. [Doctoral Dissertation]. University of New Hampshire; 2017. Available from: https://scholars.unh.edu/dissertation/2284


Texas A&M University

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

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

APA (6th Edition):

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

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. Masters Thesis, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

MLA Handbook (7th Edition):

Geiger, Brian James. “The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.” 2011. Web. 04 Mar 2021.

Vancouver:

Geiger BJ. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

Council of Science Editors:

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


Texas A&M University

8. Al-Khayat, Haydar Tahseen Ali. A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 Specification limits utilized in percent within limits (PWL) specifications are developed by highway agencies, and used to determine the percent of hot-mix asphalt “Lot” within… (more)

Subjects/Keywords: Specification Limits; Hot-Mix Asphalt; PWL; Pay Factors

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APA (6th Edition):

Al-Khayat, H. T. A. (2018). A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173949

Chicago Manual of Style (16th Edition):

Al-Khayat, Haydar Tahseen Ali. “A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors.” 2018. Masters Thesis, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/173949.

MLA Handbook (7th Edition):

Al-Khayat, Haydar Tahseen Ali. “A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors.” 2018. Web. 04 Mar 2021.

Vancouver:

Al-Khayat HTA. A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/173949.

Council of Science Editors:

Al-Khayat HTA. A Case Study for Developing Specification Limits for Hot-Mix Asphalt and the Impact on Pay Factors. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173949


Texas A&M University

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

Degree: PhD, Civil Engineering, 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. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148088

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. Doctoral Dissertation, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/148088.

MLA Handbook (7th Edition):

Lawrence, James 1973-. “Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.” 2012. Web. 04 Mar 2021.

Vancouver:

Lawrence J1. Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging. [Internet] [Doctoral dissertation]. Texas A&M University; 2012. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/148088.

Council of Science Editors:

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


Queens University

10. 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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Ghimire BC. Low Temperature Testing of Ontario Hot Mix Asphalt and Rheological Testing of Recovered Binder . [Internet] [Thesis]. Queens University; 2015. [cited 2021 Mar 04]. 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


Arizona State University

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

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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Souliman MII. Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete. [Internet] [Doctoral dissertation]. Arizona State University; 2012. [cited 2021 Mar 04]. 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 Waterloo

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

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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Ddamba SJ. Evaluation of the Effect of Recycled Asphalt Shingles on Ontario Hot Mix Pavement. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2021 Mar 04]. 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


University of Canterbury

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

Degree: M. Eng., Civil 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. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/1768

Chicago Manual of Style (16th Edition):

Stubbs, Anthony Pooley. “Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design.” 2011. Masters Thesis, University of Canterbury. Accessed March 04, 2021. http://dx.doi.org/10.26021/1768.

MLA Handbook (7th Edition):

Stubbs, Anthony Pooley. “Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design.” 2011. Web. 04 Mar 2021.

Vancouver:

Stubbs AP. Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design. [Internet] [Masters thesis]. University of Canterbury; 2011. [cited 2021 Mar 04]. Available from: http://dx.doi.org/10.26021/1768.

Council of Science Editors:

Stubbs AP. Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design. [Masters Thesis]. University of Canterbury; 2011. Available from: http://dx.doi.org/10.26021/1768


Virginia Tech

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Diefenderfer, Stacey D. “Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road.” 2009. Doctoral Dissertation, Virginia Tech. Accessed March 04, 2021. http://hdl.handle.net/10919/29538.

MLA Handbook (7th Edition):

Diefenderfer, Stacey D. “Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road.” 2009. Web. 04 Mar 2021.

Vancouver:

Diefenderfer SD. Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10919/29538.

Council of Science Editors:

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


Virginia Tech

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

Degree: MS, 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. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35848

Chicago Manual of Style (16th Edition):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Masters Thesis, Virginia Tech. Accessed March 04, 2021. http://hdl.handle.net/10919/35848.

MLA Handbook (7th Edition):

Harris, Christopher Holt. “Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy.” 2007. Web. 04 Mar 2021.

Vancouver:

Harris CH. Hot Mix Asphalt Permeability: Tester Size Effects and Anisotropy. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10919/35848.

Council of Science Editors:

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


Curtin University of Technology

16. 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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Valenzuela W. Variability in the determination of bulk and maximum density of hot mix asphalt . [Internet] [Thesis]. Curtin University of Technology; 2011. [cited 2021 Mar 04]. 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


Addis Ababa University

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

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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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

18. 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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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

19. 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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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


Universidade do Rio Grande do Sul

20. 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 (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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Reis RMMd. Investigação de campo e laboratório sobre revestimento asfáltico ultra delgado. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2021 Mar 04]. 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

21. 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 (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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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

22. 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 March 04, 2021. 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. 04 Mar 2021.

Vancouver:

Bardini VSdS. Influência do fíler mineral em propriedades de misturas asfálticas densas. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2021 Mar 04]. 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/ ;


Texas A&M University

23. Alvarez Lugo, Allex Eduardo. IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES.

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

 Permeable friction course (PFC), or new generation open-graded friction course (OGFC) mixtures, are hot mix asphalt (HMA) characterized by high total air voids (AV) content… (more)

Subjects/Keywords: Permeable Friction Course; Open-Graded Friction Course; Mix Design; X-ray Computed Tomography; Permeability; Hot Mix Asphalt; Mixture Internal Structure

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

APA (6th Edition):

Alvarez Lugo, A. E. (2012). IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7321

Chicago Manual of Style (16th Edition):

Alvarez Lugo, Allex Eduardo. “IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES.” 2012. Doctoral Dissertation, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7321.

MLA Handbook (7th Edition):

Alvarez Lugo, Allex Eduardo. “IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES.” 2012. Web. 04 Mar 2021.

Vancouver:

Alvarez Lugo AE. IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES. [Internet] [Doctoral dissertation]. Texas A&M University; 2012. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7321.

Council of Science Editors:

Alvarez Lugo AE. IMPROVING MIX DESIGN AND CONSTRUCTION OF PERMEABLE FRICTION COURSE MIXTURES. [Doctoral Dissertation]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7321


University of Waterloo

24. 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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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

25. Karr, Grant J. Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt.

Degree: 2019, University of Hawaii

Subjects/Keywords: Hot Mix Asphalt; Asphalt Concrete Fatigue; Asphalt Concrete Performance Testing

…height hot-mix asphalt (HMA) cylinders in a gyratory compactor. These cylinders are… …consistent with that of a hot-mix asphalt at 40°C, the analysis showed strain magnitudes near the… …x28;Content) Gmb Bulk Specific Gravity Gmm Maximum Specific Gravity HMA Hot Mix… …overview of the process is included below: 1. Produce 150-mm diameter asphalt mix specimen either… …mix design method, called Superpave (Asphalt Institute, 1996). In terms of asphalt… 

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APA (6th Edition):

Karr, G. J. (2019). Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt. (Thesis). University of Hawaii. Retrieved from http://hdl.handle.net/10125/62260

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):

Karr, Grant J. “Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt.” 2019. Thesis, University of Hawaii. Accessed March 04, 2021. http://hdl.handle.net/10125/62260.

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

MLA Handbook (7th Edition):

Karr, Grant J. “Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt.” 2019. Web. 04 Mar 2021.

Vancouver:

Karr GJ. Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt. [Internet] [Thesis]. University of Hawaii; 2019. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/10125/62260.

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

Council of Science Editors:

Karr GJ. Development of a New Test Specimen with Tapered Cross-Section for Use in Uniaxial Fatigue Testing of Hot Mix Asphalt. [Thesis]. University of Hawaii; 2019. Available from: http://hdl.handle.net/10125/62260

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

26. Bardini, Vivian Silveira dos Santos. Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica.

Degree: Mestrado, Infra-Estrutura de Transportes, 2008, University of São Paulo

O processo industrial para fabricação de MDF - Medium Density Fiberboard - utiliza como combustível a casca de madeira Pinus, cuja queima gera um resíduo… (more)

Subjects/Keywords: Cinzas residuais de MDF; Fíler mineral; Hot-mix asphalt; MDF bottom ashes; Mineral filler; Mistura asfáltica; Reuse; Reutilização; Superpave; Superpave

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APA (6th Edition):

Bardini, V. S. d. S. (2008). Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18143/tde-03022009-095000/ ;

Chicago Manual of Style (16th Edition):

Bardini, Vivian Silveira dos Santos. “Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica.” 2008. Masters Thesis, University of São Paulo. Accessed March 04, 2021. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-03022009-095000/ ;.

MLA Handbook (7th Edition):

Bardini, Vivian Silveira dos Santos. “Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica.” 2008. Web. 04 Mar 2021.

Vancouver:

Bardini VSdS. Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2021 Mar 04]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-03022009-095000/ ;.

Council of Science Editors:

Bardini VSdS. Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-03022009-095000/ ;

27. Moura, Edson de. Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório.

Degree: PhD, Engenharia de Transportes, 2010, University of São Paulo

 Dentre os diversos tipos de defeitos estruturais a que um pavimento está sujeito, a deformação permanente em trilha de roda da camada de rolamento é… (more)

Subjects/Keywords: Asfalto; Binder; Deformação permanente em trilha de roda; Experimental test; Hot mix asphalt; Ligantes; Pavement; Pavimentação; Pista teste; Wheel track rutting

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APA (6th Edition):

Moura, E. d. (2010). Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3138/tde-17082010-094223/ ;

Chicago Manual of Style (16th Edition):

Moura, Edson de. “Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório.” 2010. Doctoral Dissertation, University of São Paulo. Accessed March 04, 2021. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-17082010-094223/ ;.

MLA Handbook (7th Edition):

Moura, Edson de. “Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório.” 2010. Web. 04 Mar 2021.

Vancouver:

Moura Ed. Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório. [Internet] [Doctoral dissertation]. University of São Paulo; 2010. [cited 2021 Mar 04]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-17082010-094223/ ;.

Council of Science Editors:

Moura Ed. Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório. [Doctoral Dissertation]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/3/3138/tde-17082010-094223/ ;


Texas A&M University

28. Jamison, Brandon Parker. Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance.

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

 The recent changes in the Texas Department of Transportation (TxDOT) hot mix asphalt (HMA) mix design procedures to ensure that the mixture types routinely used… (more)

Subjects/Keywords: hot-mix asphalt(HMA); fatigue cracking; fracture; Overlay Tester (OT); Direct Tension (DT); Indirect Tension (IDT); Semicircular Bending (SCB)

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

APA (6th Edition):

Jamison, B. P. (2012). Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283

Chicago Manual of Style (16th Edition):

Jamison, Brandon Parker. “Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance.” 2012. Masters Thesis, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283.

MLA Handbook (7th Edition):

Jamison, Brandon Parker. “Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance.” 2012. Web. 04 Mar 2021.

Vancouver:

Jamison BP. Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283.

Council of Science Editors:

Jamison BP. Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283


Texas A&M University

29. Castelblanco Torres, Adhara. Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt.

Degree: MS, Civil Engineering, 2006, Texas A&M University

 The permeability of hot mix asphalt (HMA) is of special interest to engineers and researchers due to the effects that water has on asphalt pavement… (more)

Subjects/Keywords: hot mix asphalt; x-ray computed tomography; permeability

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APA (6th Edition):

Castelblanco Torres, A. (2006). Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3114

Chicago Manual of Style (16th Edition):

Castelblanco Torres, Adhara. “Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt.” 2006. Masters Thesis, Texas A&M University. Accessed March 04, 2021. http://hdl.handle.net/1969.1/3114.

MLA Handbook (7th Edition):

Castelblanco Torres, Adhara. “Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt.” 2006. Web. 04 Mar 2021.

Vancouver:

Castelblanco Torres A. Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt. [Internet] [Masters thesis]. Texas A&M University; 2006. [cited 2021 Mar 04]. Available from: http://hdl.handle.net/1969.1/3114.

Council of Science Editors:

Castelblanco Torres A. Probabilistic analysis of air void structure and its relationship to permeability and moisture damage of hot mix asphalt. [Masters Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3114


North Carolina State University

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

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 March 04, 2021. 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. 04 Mar 2021.

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 2021 Mar 04]. 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

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