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You searched for subject:(Asphalt). Showing records 1 – 30 of 894 total matches.

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Ryerson University

1. M. Nawaz Panhwer. Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles.

Degree: MEng, Civil Engineering, 2013, Ryerson University

 Stone Mastic Asphalt (SMA) is a tough, stable, rut-resistant mixture that relies on stone-to-stone contact to provide strength and a rich mortar binder to provide… (more)

Subjects/Keywords: Asphalt  – Mixing; Asphalt  – Additives  – Testing.

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APA (6th Edition):

Panhwer, M. N. (2013). Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles. (Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A2462 ;

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):

Panhwer, M. Nawaz. “Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles.” 2013. Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A2462 ;.

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

MLA Handbook (7th Edition):

Panhwer, M. Nawaz. “Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles.” 2013. Web. 22 Sep 2017.

Vancouver:

Panhwer MN. Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles. [Internet] [Thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2462 ;.

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

Council of Science Editors:

Panhwer MN. Volumetric Properties of Stone Mastic Asphalt Mixtures Containing Tear Off Shingles. [Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A2462 ;

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


West Virginia University

2. Murphy, Mackenzie R. Warm-mix asphalt state of the art and best practices.

Degree: 2010, West Virginia University

 Warm-mix asphalt (WMA), an up and coming technology in the pavement industry, permits the lowering of production and placement temperatures by 35°F to 100°F less… (more)

Subjects/Keywords: Pavements; Asphalt.

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APA (6th Edition):

Murphy, M. R. (2010). Warm-mix asphalt state of the art and best practices. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445

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):

Murphy, Mackenzie R. “Warm-mix asphalt state of the art and best practices.” 2010. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445.

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

MLA Handbook (7th Edition):

Murphy, Mackenzie R. “Warm-mix asphalt state of the art and best practices.” 2010. Web. 22 Sep 2017.

Vancouver:

Murphy MR. Warm-mix asphalt state of the art and best practices. [Internet] [Thesis]. West Virginia University; 2010. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445.

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

Council of Science Editors:

Murphy MR. Warm-mix asphalt state of the art and best practices. [Thesis]. West Virginia University; 2010. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23445

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


Montana State University

3. Fonnesbeck, Jacqueline Eileen. Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry.

Degree: 1997, Montana State University

Subjects/Keywords: Asphalt.

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APA (6th Edition):

Fonnesbeck, J. E. (1997). Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry. (Thesis). Montana State University. Retrieved from http://scholarworks.montana.edu/xmlui/handle/1/7902

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):

Fonnesbeck, Jacqueline Eileen. “Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry.” 1997. Thesis, Montana State University. Accessed September 22, 2017. http://scholarworks.montana.edu/xmlui/handle/1/7902.

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

MLA Handbook (7th Edition):

Fonnesbeck, Jacqueline Eileen. “Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry.” 1997. Web. 22 Sep 2017.

Vancouver:

Fonnesbeck JE. Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry. [Internet] [Thesis]. Montana State University; 1997. [cited 2017 Sep 22]. Available from: http://scholarworks.montana.edu/xmlui/handle/1/7902.

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

Council of Science Editors:

Fonnesbeck JE. Structural elucidation of asphalt using NMR spectroscopy and GPC fractionation with laser desorption mass spectrometry. [Thesis]. Montana State University; 1997. Available from: http://scholarworks.montana.edu/xmlui/handle/1/7902

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


Oregon State University

4. Sosnovske, Dan. Laboratory evaluation of aging for asphalt-aggregate mixtures.

Degree: MS, Civil Engineering, 1994, Oregon State University

 This research was conducted as part of the Strategic Highway Research Program (SHRP) A-003A contract at Oregon State University to validate the findings of SHRP… (more)

Subjects/Keywords: Asphalt

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APA (6th Edition):

Sosnovske, D. (1994). Laboratory evaluation of aging for asphalt-aggregate mixtures. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/35085

Chicago Manual of Style (16th Edition):

Sosnovske, Dan. “Laboratory evaluation of aging for asphalt-aggregate mixtures.” 1994. Masters Thesis, Oregon State University. Accessed September 22, 2017. http://hdl.handle.net/1957/35085.

MLA Handbook (7th Edition):

Sosnovske, Dan. “Laboratory evaluation of aging for asphalt-aggregate mixtures.” 1994. Web. 22 Sep 2017.

Vancouver:

Sosnovske D. Laboratory evaluation of aging for asphalt-aggregate mixtures. [Internet] [Masters thesis]. Oregon State University; 1994. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1957/35085.

Council of Science Editors:

Sosnovske D. Laboratory evaluation of aging for asphalt-aggregate mixtures. [Masters Thesis]. Oregon State University; 1994. Available from: http://hdl.handle.net/1957/35085


University of Manitoba

5. Barbod, Bahador. Laboratory performance of early cured asphalt emulsion treated base for cold regions.

Degree: Civil Engineering, 2014, University of Manitoba

Asphalt emulsions as an alternative for stabilizing base layers can be cost effective especially in cold regions where supplying hot mix is not economical. However,… (more)

Subjects/Keywords: Asphalt emulsion

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APA (6th Edition):

Barbod, B. (2014). Laboratory performance of early cured asphalt emulsion treated base for cold regions. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30771

Chicago Manual of Style (16th Edition):

Barbod, Bahador. “Laboratory performance of early cured asphalt emulsion treated base for cold regions.” 2014. Masters Thesis, University of Manitoba. Accessed September 22, 2017. http://hdl.handle.net/1993/30771.

MLA Handbook (7th Edition):

Barbod, Bahador. “Laboratory performance of early cured asphalt emulsion treated base for cold regions.” 2014. Web. 22 Sep 2017.

Vancouver:

Barbod B. Laboratory performance of early cured asphalt emulsion treated base for cold regions. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1993/30771.

Council of Science Editors:

Barbod B. Laboratory performance of early cured asphalt emulsion treated base for cold regions. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/30771


University of Utah

6. Vrtis, Michael C. Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands.

Degree: MS, Civil & Environmental Engineering, 2013, University of Utah

 This research was an effort to create and test a performance-based mix design thatallows for oil sand to be incorporated as the binder material. The… (more)

Subjects/Keywords: oil sand asphalt; tar sand asphalt

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APA (6th Edition):

Vrtis, M. C. (2013). Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2306/rec/578

Chicago Manual of Style (16th Edition):

Vrtis, Michael C. “Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands.” 2013. Masters Thesis, University of Utah. Accessed September 22, 2017. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2306/rec/578.

MLA Handbook (7th Edition):

Vrtis, Michael C. “Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands.” 2013. Web. 22 Sep 2017.

Vancouver:

Vrtis MC. Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2017 Sep 22]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2306/rec/578.

Council of Science Editors:

Vrtis MC. Creating a performance-based asphalt mix design to incorporate Uinta Basin oil sands. [Masters Thesis]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2306/rec/578


University of Waterloo

7. 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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Wakefield A. A Comprehensive Evaluation of Hot Mix Asphalt versus Chemically Modified Warm Mix Asphalt. [Internet] [Thesis]. University of Waterloo; 2011. [cited 2017 Sep 22]. 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


McMaster University

8. Zammit, Matthew. Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement.

Degree: MASc, 2016, McMaster University

Foamed asphalt stabilized material as a high quality granular base incorporating high percentages of fine fractionated reclaimed asphalt material is investigated. A foamed asphalt mix… (more)

Subjects/Keywords: Foamed asphalt stabilized base; Reclaimed asphalt pavement

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APA (6th Edition):

Zammit, M. (2016). Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/20296

Chicago Manual of Style (16th Edition):

Zammit, Matthew. “Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement.” 2016. Masters Thesis, McMaster University. Accessed September 22, 2017. http://hdl.handle.net/11375/20296.

MLA Handbook (7th Edition):

Zammit, Matthew. “Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement.” 2016. Web. 22 Sep 2017.

Vancouver:

Zammit M. Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement. [Internet] [Masters thesis]. McMaster University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/11375/20296.

Council of Science Editors:

Zammit M. Performance of Foamed Asphalt Stabilized Base Materials Incorporating Reclaimed Asphalt Pavement. [Masters Thesis]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/20296


University of New Mexico

9. Bateman, Damien. Laboratory investigation of fatigue endurance limits in asphalt concrete.

Degree: Civil Engineering, 2012, University of New Mexico

 It is believed that Hot Mix Asphalt (HMA) mixtures used in long-lasting pavements contain a threshold of strain value below which no fatigue damage occurs.… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Fatigue; Asphalt concrete – Fatigue.

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APA (6th Edition):

Bateman, D. (2012). Laboratory investigation of fatigue endurance limits in asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20805

Chicago Manual of Style (16th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Doctoral Dissertation, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/20805.

MLA Handbook (7th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Web. 22 Sep 2017.

Vancouver:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/20805.

Council of Science Editors:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20805


University of New Mexico

10. Kias, Evan Michael Casey. Laboratory evaluation of cracking in asphalt concrete.

Degree: Civil Engineering, 2009, University of New Mexico

 Cracking is one of the major distresses in asphalt concrete leading to high maintenance and rehabilitation costs throughout the nations pavement infrastructure. Asphalt concrete is… (more)

Subjects/Keywords: Asphalt concrete – Cracking; Asphalt concrete pavements – Cracking.

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APA (6th Edition):

Kias, E. M. C. (2009). Laboratory evaluation of cracking in asphalt concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/7644

Chicago Manual of Style (16th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Masters Thesis, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/7644.

MLA Handbook (7th Edition):

Kias, Evan Michael Casey. “Laboratory evaluation of cracking in asphalt concrete.” 2009. Web. 22 Sep 2017.

Vancouver:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Internet] [Masters thesis]. University of New Mexico; 2009. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/7644.

Council of Science Editors:

Kias EMC. Laboratory evaluation of cracking in asphalt concrete. [Masters Thesis]. University of New Mexico; 2009. Available from: http://hdl.handle.net/1928/7644


University of New Mexico

11. Yousefi, Seyed Saleh. Rheological and nanomechanical characterization of aging in polymer modified asphalt.

Degree: Civil Engineering, 2011, University of New Mexico

 In this study, change in rheological and nanomechanical properties of asphalt due to aging is determined in the laboratory. Asphalt binders are aged using Rolling… (more)

Subjects/Keywords: Polymer asphalt – Deterioration; Polymer asphalt – Testing.

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APA (6th Edition):

Yousefi, S. S. (2011). Rheological and nanomechanical characterization of aging in polymer modified asphalt. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/12066

Chicago Manual of Style (16th Edition):

Yousefi, Seyed Saleh. “Rheological and nanomechanical characterization of aging in polymer modified asphalt.” 2011. Masters Thesis, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/12066.

MLA Handbook (7th Edition):

Yousefi, Seyed Saleh. “Rheological and nanomechanical characterization of aging in polymer modified asphalt.” 2011. Web. 22 Sep 2017.

Vancouver:

Yousefi SS. Rheological and nanomechanical characterization of aging in polymer modified asphalt. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/12066.

Council of Science Editors:

Yousefi SS. Rheological and nanomechanical characterization of aging in polymer modified asphalt. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/12066


West Virginia University

12. Rudolph, Andrew. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.

Degree: 2006, West Virginia University

 Pavement performance depends on the quality of the material, the mix design, and construction. The objectives of pavement construction are to place the material with… (more)

Subjects/Keywords: Pavements, Asphalt – Evaluation.; Pavements, Asphalt – Testing.; Asphalt – Density.; Pavements, Asphalt – Specifications – West Virginia.

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APA (6th Edition):

Rudolph, A. (2006). Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248

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):

Rudolph, Andrew. “Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.” 2006. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248.

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

MLA Handbook (7th Edition):

Rudolph, Andrew. “Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt.” 2006. Web. 22 Sep 2017.

Vancouver:

Rudolph A. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. [Internet] [Thesis]. West Virginia University; 2006. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248.

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

Council of Science Editors:

Rudolph A. Evaluation of current West Virginia specifications and construction methods regarding the density of hot mix asphalt. [Thesis]. West Virginia University; 2006. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=21248

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

13. 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 September 22, 2017. http://digitalcommons.mtu.edu/etd-restricted/186.

MLA Handbook (7th Edition):

Mohd Hasan, Mohd Rosli. “PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE.” 2014. Web. 22 Sep 2017.

Vancouver:

Mohd Hasan MR. PERFORMANCE EVALUATION OF LLDPE/CaCO3 MODIFIERS WITH AND WITHOUT TITANATE COUPLING AGENT ON ASPHALT BINDER AND MIXTURE. [Internet] [Masters thesis]. Michigan Technological University; 2014. [cited 2017 Sep 22]. 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


Texas A&M University

14. Liu, Guanlan. A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics.

Degree: 2015, Texas A&M University

Asphalt pavement is the major pavement type worldwide. Today, over 90% highways are paved with asphalt concrete. Like other pavement types, asphalt pavement suffers from… (more)

Subjects/Keywords: Asphalt; Asphalt Absorption; Asphalt Oxidation Kinetics; Warm Mix Asphalt; Pavement Aging Simulation.

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APA (6th Edition):

Liu, G. (2015). A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155702

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

Chicago Manual of Style (16th Edition):

Liu, Guanlan. “A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics.” 2015. Thesis, Texas A&M University. Accessed September 22, 2017. http://hdl.handle.net/1969.1/155702.

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

MLA Handbook (7th Edition):

Liu, Guanlan. “A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics.” 2015. Web. 22 Sep 2017.

Vancouver:

Liu G. A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1969.1/155702.

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

Council of Science Editors:

Liu G. A Study on the Durability of Flexible Pavement Materials: Asphalt Absorption and Oxidation Kinetics. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155702

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


Texas A&M University

15. Castelo Branco, Veronica Teixeira Franco. A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer.

Degree: 2009, Texas A&M University

 Fatigue cracking is one of the primary modes of distress in asphalt pavements that has an important economic impact. Fatigue resistance characterization of an asphalt(more)

Subjects/Keywords: Fatigue; Asphalt Mixtures

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APA (6th Edition):

Castelo Branco, V. T. F. (2009). A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3136

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):

Castelo Branco, Veronica Teixeira Franco. “A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer.” 2009. Thesis, Texas A&M University. Accessed September 22, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-3136.

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

MLA Handbook (7th Edition):

Castelo Branco, Veronica Teixeira Franco. “A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer.” 2009. Web. 22 Sep 2017.

Vancouver:

Castelo Branco VTF. A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3136.

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

Council of Science Editors:

Castelo Branco VTF. A unified method for the analysis of nonlinear viscoelasticity and fatigue cracking of asphalt mixtures using the dynamic mechanical analyzer. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3136

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


Texas A&M University

16. Baranikumar, Aishwarya. Imparting Electrical Conductivity into Asphalt Composites Using Graphite.

Degree: 2013, Texas A&M University

 Electrically conductive asphalt composites have immense potential for various multifunctional applications such as self-healing, self-sensing, snow and ice removal, and energy harvesting, and controlling asphalt(more)

Subjects/Keywords: Asphalt mastic; graphite

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APA (6th Edition):

Baranikumar, A. (2013). Imparting Electrical Conductivity into Asphalt Composites Using Graphite. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151140

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):

Baranikumar, Aishwarya. “Imparting Electrical Conductivity into Asphalt Composites Using Graphite.” 2013. Thesis, Texas A&M University. Accessed September 22, 2017. http://hdl.handle.net/1969.1/151140.

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

MLA Handbook (7th Edition):

Baranikumar, Aishwarya. “Imparting Electrical Conductivity into Asphalt Composites Using Graphite.” 2013. Web. 22 Sep 2017.

Vancouver:

Baranikumar A. Imparting Electrical Conductivity into Asphalt Composites Using Graphite. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1969.1/151140.

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

Council of Science Editors:

Baranikumar A. Imparting Electrical Conductivity into Asphalt Composites Using Graphite. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151140

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


Queens University

17. Togunde, Oluranti Paul. Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections .

Degree: Chemistry, 2008, Queens University

 This thesis investigates and documents fundamental studies of highway materials (asphalt engineering properties) especially on different modified asphalt binders and mixtures in order to understand… (more)

Subjects/Keywords: Asphalt; Pavement cracking; Asphalt mixture; Compaction; Fatigue; Asphalt test

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APA (6th Edition):

Togunde, O. P. (2008). Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1211

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):

Togunde, Oluranti Paul. “Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections .” 2008. Thesis, Queens University. Accessed September 22, 2017. http://hdl.handle.net/1974/1211.

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

MLA Handbook (7th Edition):

Togunde, Oluranti Paul. “Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections .” 2008. Web. 22 Sep 2017.

Vancouver:

Togunde OP. Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections . [Internet] [Thesis]. Queens University; 2008. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1974/1211.

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

Council of Science Editors:

Togunde OP. Low Temperature Investigations on Asphalt Binder Performance - A case study on Highway 417 Trial Sections . [Thesis]. Queens University; 2008. Available from: http://hdl.handle.net/1974/1211

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


Ryerson University

18. Domenic Valle. Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers.

Degree: MASc, Civil Engineering, 2013, Ryerson University

 This research project identifies the materials and equipment needed to implement Simple Performance Testing (SPT) on Superpave asphalt mixtures. This project can be used as… (more)

Subjects/Keywords: Asphalt emulsion mixtures  – Testing; Asphalt  – Quality control; Asphalt  – Mixing  – Evaluation; Portland cement  – Additives; Pavements; asphalt  – Testing; Asphalt concrete  – Quality control

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APA (6th Edition):

Valle, D. (2013). Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers. (Masters Thesis). Ryerson University. Retrieved from http://digital.library.ryerson.ca/islandora/object/RULA%3A1892 ;

Chicago Manual of Style (16th Edition):

Valle, Domenic. “Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers.” 2013. Masters Thesis, Ryerson University. Accessed September 22, 2017. http://digital.library.ryerson.ca/islandora/object/RULA%3A1892 ;.

MLA Handbook (7th Edition):

Valle, Domenic. “Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers.” 2013. Web. 22 Sep 2017.

Vancouver:

Valle D. Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers. [Internet] [Masters thesis]. Ryerson University; 2013. [cited 2017 Sep 22]. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A1892 ;.

Council of Science Editors:

Valle D. Test System Development For The Performance Testing Of Asphalt Containing Different Mineral Fillers. [Masters Thesis]. Ryerson University; 2013. Available from: http://digital.library.ryerson.ca/islandora/object/RULA%3A1892 ;


Stellenbosch University

19. Botes, Barend Hendrik. Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: The road construction industry is faced with the challenge of designing and constructing high performance asphalt materials to meet the ever growing demand… (more)

Subjects/Keywords: Concrete  – Fatigue; Pavements, Asphalt concrete; Pavements, Asphalt  – Cracking; High Modulus Asphalt; UCTD

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

APA (6th Edition):

Botes, B. H. (2016). Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100359

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):

Botes, Barend Hendrik. “Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue.” 2016. Thesis, Stellenbosch University. Accessed September 22, 2017. http://hdl.handle.net/10019.1/100359.

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

MLA Handbook (7th Edition):

Botes, Barend Hendrik. “Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue.” 2016. Web. 22 Sep 2017.

Vancouver:

Botes BH. Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/10019.1/100359.

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

Council of Science Editors:

Botes BH. Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100359

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


University of Kentucky

20. Liu, Shushu. KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM.

Degree: 2013, University of Kentucky

 The KENTRACK program is a finite element based railway trackbed structural design program that can be utilized to analyze trackbeds having various combinations of all-granular… (more)

Subjects/Keywords: KENTRACK; Railway Asphalt Trackbed; Asphalt Binder; Asphalt Dynamic Modulus; Predicted Service Life; Civil Engineering

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

APA (6th Edition):

Liu, S. (2013). KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/16

Chicago Manual of Style (16th Edition):

Liu, Shushu. “KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM.” 2013. Masters Thesis, University of Kentucky. Accessed September 22, 2017. http://uknowledge.uky.edu/ce_etds/16.

MLA Handbook (7th Edition):

Liu, Shushu. “KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM.” 2013. Web. 22 Sep 2017.

Vancouver:

Liu S. KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2017 Sep 22]. Available from: http://uknowledge.uky.edu/ce_etds/16.

Council of Science Editors:

Liu S. KENTRACK 4.0: A RAILWAY TRACKBED STRUCTURAL DESIGN PROGRAM. [Masters Thesis]. University of Kentucky; 2013. Available from: http://uknowledge.uky.edu/ce_etds/16


University of Minnesota

21. Austin, Jasmine. Environmental analysis of using recycled asphalt shingles in pavement applications.

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

University of Minnesota M.S. thesis. February 2011. Major: Civil Engineering. Advisors: Mihai Marasteanu, Joseph Labuz. 1 computer file (PDF); vi, 74 pages, appendices A-C.

Recycled… (more)

Subjects/Keywords: Asphalt shingles; Asphalt pavements; Asphalt binder; Virgin materials; Energy savings; Physical properties; Civil Engineering

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

APA (6th Edition):

Austin, J. (2011). Environmental analysis of using recycled asphalt shingles in pavement applications. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/102223

Chicago Manual of Style (16th Edition):

Austin, Jasmine. “Environmental analysis of using recycled asphalt shingles in pavement applications.” 2011. Masters Thesis, University of Minnesota. Accessed September 22, 2017. http://purl.umn.edu/102223.

MLA Handbook (7th Edition):

Austin, Jasmine. “Environmental analysis of using recycled asphalt shingles in pavement applications.” 2011. Web. 22 Sep 2017.

Vancouver:

Austin J. Environmental analysis of using recycled asphalt shingles in pavement applications. [Internet] [Masters thesis]. University of Minnesota; 2011. [cited 2017 Sep 22]. Available from: http://purl.umn.edu/102223.

Council of Science Editors:

Austin J. Environmental analysis of using recycled asphalt shingles in pavement applications. [Masters Thesis]. University of Minnesota; 2011. Available from: http://purl.umn.edu/102223


University of Tennessee – Knoxville

22. Deland, Susan Gail. The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option.

Degree: MS, Civil Engineering, 2010, University of Tennessee – Knoxville

 Abstract Given that most utilities are located beneath public right of ways, it is difficult to perform repairs to the utility without significantly disturbing the… (more)

Subjects/Keywords: Utility Repair; Asphalt Repair; Underground Utility Repair; Utility; Asphalt; Asphalt Restoration; Civil Engineering

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

APA (6th Edition):

Deland, S. G. (2010). The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option. (Thesis). University of Tennessee – Knoxville. Retrieved from http://trace.tennessee.edu/utk_gradthes/789

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):

Deland, Susan Gail. “The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option.” 2010. Thesis, University of Tennessee – Knoxville. Accessed September 22, 2017. http://trace.tennessee.edu/utk_gradthes/789.

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

MLA Handbook (7th Edition):

Deland, Susan Gail. “The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option.” 2010. Web. 22 Sep 2017.

Vancouver:

Deland SG. The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option. [Internet] [Thesis]. University of Tennessee – Knoxville; 2010. [cited 2017 Sep 22]. Available from: http://trace.tennessee.edu/utk_gradthes/789.

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

Council of Science Editors:

Deland SG. The Characteristics of Underground Utility Repairs Made in Asphaltic Roadways – Comparing the Use of Grade D Aggregate as a Viable Backfill Option. [Thesis]. University of Tennessee – Knoxville; 2010. Available from: http://trace.tennessee.edu/utk_gradthes/789

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


Penn State University

23. Chen, Xuan. EVALUATION OF COLD RECYCLED ASPHALT MIXTURES.

Degree: MS, Civil Engineering, 2015, Penn State University

 Cold recycling (CR) is a partial recycling process through which a portion of the existing recycled asphalt pavement (RAP) material is rejuvenated and placed back… (more)

Subjects/Keywords: Cold Recycling; Recycled Asphalt Pavement; Asphalt Emulsion; Mixture Design; Polymer Modified Asphalt Mixture.

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

APA (6th Edition):

Chen, X. (2015). EVALUATION OF COLD RECYCLED ASPHALT MIXTURES. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/25055

Chicago Manual of Style (16th Edition):

Chen, Xuan. “EVALUATION OF COLD RECYCLED ASPHALT MIXTURES.” 2015. Masters Thesis, Penn State University. Accessed September 22, 2017. https://etda.libraries.psu.edu/catalog/25055.

MLA Handbook (7th Edition):

Chen, Xuan. “EVALUATION OF COLD RECYCLED ASPHALT MIXTURES.” 2015. Web. 22 Sep 2017.

Vancouver:

Chen X. EVALUATION OF COLD RECYCLED ASPHALT MIXTURES. [Internet] [Masters thesis]. Penn State University; 2015. [cited 2017 Sep 22]. Available from: https://etda.libraries.psu.edu/catalog/25055.

Council of Science Editors:

Chen X. EVALUATION OF COLD RECYCLED ASPHALT MIXTURES. [Masters Thesis]. Penn State University; 2015. Available from: https://etda.libraries.psu.edu/catalog/25055


University of New Mexico

24. Pease, Ronald Eric. Hydraulic properties of asphalt concrete.

Degree: Civil Engineering, 2010, University of New Mexico

 This research has applied standard unsaturated flow models and laboratory methods common to soil analysis, to characterize the hydraulic properties of asphalt concrete. Wetting and… (more)

Subjects/Keywords: Asphalt concrete – Moisture; Asphalt concrete – Drying; Asphalt concrete – Permeability; Soils – Analysis – Methodology.

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APA (6th Edition):

Pease, R. E. (2010). Hydraulic properties of asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11077

Chicago Manual of Style (16th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Doctoral Dissertation, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/11077.

MLA Handbook (7th Edition):

Pease, Ronald Eric. “Hydraulic properties of asphalt concrete.” 2010. Web. 22 Sep 2017.

Vancouver:

Pease RE. Hydraulic properties of asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2010. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/11077.

Council of Science Editors:

Pease RE. Hydraulic properties of asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11077


University of New Mexico

25. Sobien, Helen. The effect of mica on the aging of asphalt binder.

Degree: Civil Engineering, 2012, University of New Mexico

Asphalt Concrete (AC) consists of approximately 95% aggregate, by weight. Of this 95%, about 6% is smaller than 0.075 mm in size (passing the200 sieve… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Materials; Pavements; Asphalt concrete – Performance; Asphalt emulsion mixtures; Binders (Materials) – Testing; Mica.

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

APA (6th Edition):

Sobien, H. (2012). The effect of mica on the aging of asphalt binder. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20789

Chicago Manual of Style (16th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Masters Thesis, University of New Mexico. Accessed September 22, 2017. http://hdl.handle.net/1928/20789.

MLA Handbook (7th Edition):

Sobien, Helen. “The effect of mica on the aging of asphalt binder.” 2012. Web. 22 Sep 2017.

Vancouver:

Sobien H. The effect of mica on the aging of asphalt binder. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/1928/20789.

Council of Science Editors:

Sobien H. The effect of mica on the aging of asphalt binder. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20789


University of Minnesota

26. Austin, Jasmine. Environmental analysis of using recycled asphalt shingles in pavement applications.

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

 Recycled asphalt shingles have been used in paving applications for more than two decades and have growing acceptance in the industry. The cost of asphalt(more)

Subjects/Keywords: Asphalt shingles; Asphalt pavements; Asphalt binder; Virgin materials; Energy savings; Physical properties; Civil Engineering

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

APA (6th Edition):

Austin, J. (2011). Environmental analysis of using recycled asphalt shingles in pavement applications. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/102223

Chicago Manual of Style (16th Edition):

Austin, Jasmine. “Environmental analysis of using recycled asphalt shingles in pavement applications.” 2011. Masters Thesis, University of Minnesota. Accessed September 22, 2017. http://purl.umn.edu/102223.

MLA Handbook (7th Edition):

Austin, Jasmine. “Environmental analysis of using recycled asphalt shingles in pavement applications.” 2011. Web. 22 Sep 2017.

Vancouver:

Austin J. Environmental analysis of using recycled asphalt shingles in pavement applications. [Internet] [Masters thesis]. University of Minnesota; 2011. [cited 2017 Sep 22]. Available from: http://purl.umn.edu/102223.

Council of Science Editors:

Austin J. Environmental analysis of using recycled asphalt shingles in pavement applications. [Masters Thesis]. University of Minnesota; 2011. Available from: http://purl.umn.edu/102223


University of Texas – Austin

27. Rodriguez, Rogelio Gabriel. An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures.

Degree: Civil, Architectural, and Environmental Engineering, 2017, University of Texas – Austin

 A standard grading system is used to evaluate the properties and expected performance of an asphalt binder. The most common grading system used in the… (more)

Subjects/Keywords: Tensile strength; Asphalt binder; Asphalt mortar; Low temperatures; Recycled asphalt pavement; Rejuvenators; Creep compliance

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APA (6th Edition):

Rodriguez, R. G. (2017). An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/61653

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):

Rodriguez, Rogelio Gabriel. “An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures.” 2017. Thesis, University of Texas – Austin. Accessed September 22, 2017. http://hdl.handle.net/2152/61653.

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

MLA Handbook (7th Edition):

Rodriguez, Rogelio Gabriel. “An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures.” 2017. Web. 22 Sep 2017.

Vancouver:

Rodriguez RG. An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2017 Sep 22]. Available from: http://hdl.handle.net/2152/61653.

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

Council of Science Editors:

Rodriguez RG. An evaluation of the tensile strength of asphalt binder and mortar with recycled asphalt additives at low temperatures. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/61653

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


West Virginia University

28. Adamah, Cornelius. Effect of compaction effort on SuperPave base course materials.

Degree: 2009, West Virginia University

 SuperPave mixes have performed well with in West Virginia, especially with respect to permanent deformation. Recent studies raise concerns with premature fatigue cracking and difficulty… (more)

Subjects/Keywords: Pavements, Asphalt concrete – Cracking.; Compacting.

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

APA (6th Edition):

Adamah, C. (2009). Effect of compaction effort on SuperPave base course materials. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091

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):

Adamah, Cornelius. “Effect of compaction effort on SuperPave base course materials.” 2009. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091.

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

MLA Handbook (7th Edition):

Adamah, Cornelius. “Effect of compaction effort on SuperPave base course materials.” 2009. Web. 22 Sep 2017.

Vancouver:

Adamah C. Effect of compaction effort on SuperPave base course materials. [Internet] [Thesis]. West Virginia University; 2009. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091.

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

Council of Science Editors:

Adamah C. Effect of compaction effort on SuperPave base course materials. [Thesis]. West Virginia University; 2009. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=23091

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


West Virginia University

29. Hornbeck, Nicholas C. Effect of compaction effort on Superpave surface course materials.

Degree: 2008, West Virginia University

 SuperPave mixes have performed well with in West Virginia, especially with respects to permanent deformation. Recent studies raise concerns with premature fatigue cracking and difficulty… (more)

Subjects/Keywords: Pavements, Asphalt – Testing.; Compacting.

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APA (6th Edition):

Hornbeck, N. C. (2008). Effect of compaction effort on Superpave surface course materials. (Thesis). West Virginia University. Retrieved from http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960

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):

Hornbeck, Nicholas C. “Effect of compaction effort on Superpave surface course materials.” 2008. Thesis, West Virginia University. Accessed September 22, 2017. http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960.

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

MLA Handbook (7th Edition):

Hornbeck, Nicholas C. “Effect of compaction effort on Superpave surface course materials.” 2008. Web. 22 Sep 2017.

Vancouver:

Hornbeck NC. Effect of compaction effort on Superpave surface course materials. [Internet] [Thesis]. West Virginia University; 2008. [cited 2017 Sep 22]. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960.

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

Council of Science Editors:

Hornbeck NC. Effect of compaction effort on Superpave surface course materials. [Thesis]. West Virginia University; 2008. Available from: http://wvuscholar.wvu.edu:8881/R/?func=dbin-jump-full&object_id=13960

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


Kansas State University

30. 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 September 22, 2017. 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. 22 Sep 2017.

Vancouver:

Sabahfar N. Effect of asphalt rejuvenating agent on aged reclaimed asphalt pavement and binder properties. [Internet] [Doctoral dissertation]. Kansas State University; 2016. [cited 2017 Sep 22]. 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

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