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You searched for +publisher:"Texas A&M University" +contributor:("Little, Dallas"). Showing records 1 – 30 of 60 total matches.

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Texas A&M University

1. Luce, Anthony David. Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance.

Degree: 2009, Texas A&M University

 This thesis consists of two parts. The first part includes analyses of the correlation between the results of two Aggregate Imaging System (AIMS) units. These… (more)

Subjects/Keywords: Aggregates; AIMS; Micro-Deval; Polishing; Skid Resistance

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APA (6th Edition):

Luce, A. D. (2009). Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1086

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):

Luce, Anthony David. “Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance.” 2009. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-1086.

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

MLA Handbook (7th Edition):

Luce, Anthony David. “Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance.” 2009. Web. 19 Nov 2017.

Vancouver:

Luce AD. Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1086.

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

Council of Science Editors:

Luce AD. Analysis of aggregate imaging system (AIMS) measurements and their relationship to asphalt pavement skid resistance. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1086

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


Texas A&M University

2. Shi, Xijun. Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications.

Degree: 2014, Texas A&M University

 Controlling infrastructure temperature, especially flexible pavement, has attracted attention in both industrial and academic societies because: 1) material properties of asphalt, and corresponding structural responses… (more)

Subjects/Keywords: Thermal properties; Asphalt concrete; Multifunctional application; Polypropylene; Graphite

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APA (6th Edition):

Shi, X. (2014). Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153498

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):

Shi, Xijun. “Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications.” 2014. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/153498.

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

MLA Handbook (7th Edition):

Shi, Xijun. “Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications.” 2014. Web. 19 Nov 2017.

Vancouver:

Shi X. Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/153498.

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

Council of Science Editors:

Shi X. Controlling Thermal Properties of Asphalt Concrete and its Multifunctional Applications. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153498

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


Texas A&M University

3. Hill, Ryan Alexander. Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures.

Degree: 2015, Texas A&M University

 Permeable Friction Course (PFC) is a type of hot mix asphalt (HMA) mixture designed to allow water to freely flow through it. PFC is used… (more)

Subjects/Keywords: Permeable Friction Course; Moisture Damage; Conditioning; Cantabro Loss

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APA (6th Edition):

Hill, R. A. (2015). Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156472

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):

Hill, Ryan Alexander. “Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures.” 2015. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/156472.

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

MLA Handbook (7th Edition):

Hill, Ryan Alexander. “Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures.” 2015. Web. 19 Nov 2017.

Vancouver:

Hill RA. Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/156472.

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

Council of Science Editors:

Hill RA. Correlating Laboratory Conditioning and Field Performance in Permeable Friction Course Asphalt Mixtures. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156472

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


Texas A&M University

4. Cavalcanti De Sousa, Pedro. Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes.

Degree: 2010, Texas A&M University

 Fatigue cracking and moisture damage are two important modes of distresses in asphalt pavements. Recently, the Dynamic Mechanical Analyzer (DMA) was used to characterize fatigue… (more)

Subjects/Keywords: Fatigue Cracking; Moisture Damage; Asphalt Mixtures; Dynamic Mechanical Analyzer (DMA); Fine Aggregate Matrix (FAM)

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APA (6th Edition):

Cavalcanti De Sousa, P. (2010). Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8463

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):

Cavalcanti De Sousa, Pedro. “Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes.” 2010. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8463.

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

MLA Handbook (7th Edition):

Cavalcanti De Sousa, Pedro. “Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes.” 2010. Web. 19 Nov 2017.

Vancouver:

Cavalcanti De Sousa P. Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8463.

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

Council of Science Editors:

Cavalcanti De Sousa P. Automated Protocol for the Analysis of Dynamic Mechanical Analyzer Date from Fine Aggregate Asphalt Mixes. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8463

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


Texas A&M University

5. Allen, Robert Grover. Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy.

Degree: 2012, Texas A&M University

 The purpose of this study was to characterize the micromechanical properties of various structural components in asphalt using Atomic Force Microscopy (AFM). The focus of… (more)

Subjects/Keywords: Asphalt; Atomic Force Microscopy (AFM)

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APA (6th Edition):

Allen, R. G. (2012). Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8749

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):

Allen, Robert Grover. “Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8749.

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

MLA Handbook (7th Edition):

Allen, Robert Grover. “Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy.” 2012. Web. 19 Nov 2017.

Vancouver:

Allen RG. Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8749.

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

Council of Science Editors:

Allen RG. Structural Characterization of Micromechanical Properties in Asphalt Using Atomic Force Microscopy. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8749

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


Texas A&M University

6. Koohi, Yasser 1980-. Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures.

Degree: 2012, Texas A&M University

 Unlike in laboratory compacted asphalt mixtures, the distribution of viscoelastic properties in field layers is not uniform because of nonuniform air void distribution and aging.… (more)

Subjects/Keywords: healing; aging; Field; Asphalt; Fracture

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APA (6th Edition):

Koohi, Y. 1. (2012). Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148080

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):

Koohi, Yasser 1980-. “Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/148080.

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

MLA Handbook (7th Edition):

Koohi, Yasser 1980-. “Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures.” 2012. Web. 19 Nov 2017.

Vancouver:

Koohi Y1. Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/148080.

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

Council of Science Editors:

Koohi Y1. Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148080

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


Texas A&M University

7. You, Taesun. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.

Degree: 2013, Texas A&M University

 The main objective of this study is to develop and validate a framework for microstructural modeling of asphalt composite materials using a coupled thermo-viscoelastic, thermo-viscoplastic,… (more)

Subjects/Keywords: Microstructural modeling; Damage mechanics; Finite Element Analysis; Asphalt concrete

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APA (6th Edition):

You, T. (2013). Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151325

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):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/151325.

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

MLA Handbook (7th Edition):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Web. 19 Nov 2017.

Vancouver:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/151325.

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

Council of Science Editors:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151325

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


Texas A&M University

8. Tong, Yunwei. Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement.

Degree: 2013, Texas A&M University

 This dissertation has two key objectives: the first objective is to develop a method of predicting and quantifying the amount of water that can enter… (more)

Subjects/Keywords: Water vapor; Fatigue; Asphalt mixture

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APA (6th Edition):

Tong, Y. (2013). Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151732

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):

Tong, Yunwei. “Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/151732.

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

MLA Handbook (7th Edition):

Tong, Yunwei. “Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement.” 2013. Web. 19 Nov 2017.

Vancouver:

Tong Y. Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/151732.

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

Council of Science Editors:

Tong Y. Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151732

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


Texas A&M University

9. Kabir, Pooyan. Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders.

Degree: 2014, Texas A&M University

 The study of asphalt emulsion needs a fundamental knowledge of the physical and chemical properties of emulsion. This work investigate different evaporative residue recovery methods… (more)

Subjects/Keywords: Asphalt Binder; Emulsion; Dynamic Modulus; Asphalt Binder Mastercurve; Time-Temperature Superposition

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APA (6th Edition):

Kabir, P. (2014). Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153403

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):

Kabir, Pooyan. “Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders.” 2014. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/153403.

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

MLA Handbook (7th Edition):

Kabir, Pooyan. “Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders.” 2014. Web. 19 Nov 2017.

Vancouver:

Kabir P. Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/153403.

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

Council of Science Editors:

Kabir P. Investigation of Rheological and Nano-Rheological Properties of Asphalt Binders. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153403

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


Texas A&M University

10. Neshvadian Bakhsh, Keivan. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.

Degree: 2014, Texas A&M University

 The primary purpose of sealing joints in rigid pavement is to prevent or reduce the amount of water infiltrating into pavement structure. It is well… (more)

Subjects/Keywords: Pavement Infrastructure; Pavement Sustainability; Concrete Pavement; Pavement Performance; Pavement Materials; Pavement Mechanistic Empirical Modeling; Sealant Effectiveness; Joint Sealant; Seal/no Seal; Infiltration Test; Flow Test; Sealant Adhesive Failure; Sealant Installation; Subbase Erosion; Subgrade Erosion; Pavement Drainage; Faulting Mechanism; Faulting Damage Modeling; Faulting Distress; Hamburg Erosion Test; Pavement Interface Shear Stress; Pavement Interface Shear Strength; Pavement Management Performance Modeling; Infrastructure Managment

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APA (6th Edition):

Neshvadian Bakhsh, K. (2014). Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153575

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

Chicago Manual of Style (16th Edition):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/153575.

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

MLA Handbook (7th Edition):

Neshvadian Bakhsh, Keivan. “Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure.” 2014. Web. 19 Nov 2017.

Vancouver:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/153575.

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

Council of Science Editors:

Neshvadian Bakhsh K. Performance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructure. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153575

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


Texas A&M University

11. Mejeoumov, Gleb Gennadievich. Improved cement quality and grinding efficiency by means of closed mill circuit modeling.

Degree: 2009, Texas A&M University

 Grinding of clinker is the last and most energy-consuming stage of the cement manufacturing process, drawing on average 40% of the total energy required to… (more)

Subjects/Keywords: Closed Mill Circuit Modeling; Grinding Efficiency; Markov Chain Model; Cement Particle Size Distribution; Clinker Grindability

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APA (6th Edition):

Mejeoumov, G. G. (2009). Improved cement quality and grinding efficiency by means of closed mill circuit modeling. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2478

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):

Mejeoumov, Gleb Gennadievich. “Improved cement quality and grinding efficiency by means of closed mill circuit modeling.” 2009. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2478.

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

MLA Handbook (7th Edition):

Mejeoumov, Gleb Gennadievich. “Improved cement quality and grinding efficiency by means of closed mill circuit modeling.” 2009. Web. 19 Nov 2017.

Vancouver:

Mejeoumov GG. Improved cement quality and grinding efficiency by means of closed mill circuit modeling. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2478.

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

Council of Science Editors:

Mejeoumov GG. Improved cement quality and grinding efficiency by means of closed mill circuit modeling. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2478

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


Texas A&M University

12. 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 November 19, 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. 19 Nov 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 Nov 19]. 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

13. Ye, Dan. Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior.

Degree: 2009, Texas A&M University

 Concrete curing has long been realized to be important to produce durable concrete. Curing compound is widely used to cure concrete in the field. The… (more)

Subjects/Keywords: concrete curing; early-age; temperature; moisture; slab behavior

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APA (6th Edition):

Ye, D. (2009). Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1472

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):

Ye, Dan. “Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior.” 2009. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-1472.

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

MLA Handbook (7th Edition):

Ye, Dan. “Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior.” 2009. Web. 19 Nov 2017.

Vancouver:

Ye D. Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1472.

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

Council of Science Editors:

Ye D. Early-age concrete temperature and moisture relative to curing effectiveness and projected effects on selected aspects of slab behavior. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1472

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


Texas A&M University

14. Ravindran, Parag. A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration.

Degree: 2009, Texas A&M University

 Asphalt bound mixtures have been put to diverse uses. The complicated nature of the material and the demanding conditions under which it is used preclude… (more)

Subjects/Keywords: Sand-Asphalt Mixtures; Normal Forces; Constitutive Model

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APA (6th Edition):

Ravindran, P. (2009). A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1822

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):

Ravindran, Parag. “A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration.” 2009. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-1822.

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

MLA Handbook (7th Edition):

Ravindran, Parag. “A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration.” 2009. Web. 19 Nov 2017.

Vancouver:

Ravindran P. A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1822.

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

Council of Science Editors:

Ravindran P. A study of sand-asphalt mixtures: a constitutive model based on a thermomechanical framework and experimental corroboration. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1822

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


Texas A&M University

15. Lee, Sang Ick. Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics.

Degree: 2010, Texas A&M University

 Most engineering as well as pavement materials are composites composed of two or more components to obtain a variety of solid properties to support internal… (more)

Subjects/Keywords: Composite material; Dielectric constant; Pavement material; Volume fraction; Moisture content; Soil mixture; Portland cement concrete

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APA (6th Edition):

Lee, S. I. (2010). Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7578

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):

Lee, Sang Ick. “Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics.” 2010. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7578.

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

MLA Handbook (7th Edition):

Lee, Sang Ick. “Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics.” 2010. Web. 19 Nov 2017.

Vancouver:

Lee SI. Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7578.

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

Council of Science Editors:

Lee SI. Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7578

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


Texas A&M University

16. Salehi Ashtiani, Reza. Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations.

Degree: 2010, Texas A&M University

 The aggregate base layer is a vital part of the flexible pavement system. Unlike rigid pavements, the base layer provides a substantial contribution to the… (more)

Subjects/Keywords: Pavement; anisotropy; aggregate base; pavement foundation; numerical analysis; pattern recognition

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APA (6th Edition):

Salehi Ashtiani, R. (2010). Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7103

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):

Salehi Ashtiani, Reza. “Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations.” 2010. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7103.

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

MLA Handbook (7th Edition):

Salehi Ashtiani, Reza. “Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations.” 2010. Web. 19 Nov 2017.

Vancouver:

Salehi Ashtiani R. Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7103.

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

Council of Science Editors:

Salehi Ashtiani R. Anisotropic Characterization and Performance Prediction of Chemically and Hydraulically Bounded Pavement Foundations. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7103

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


Texas A&M University

17. Miller, Clint Matthew. Adhesion and the Surface Energy Components of Natural Minerals and Aggregates.

Degree: 2011, Texas A&M University

 A range of geochemical reactions are controlled by the interfacial characteristics of rocks and minerals. Many engineered and natural systems are affected by geochemical reactions… (more)

Subjects/Keywords: Surface Energy; Surface Coatings; Surface Morphology; Natural Minerals

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APA (6th Edition):

Miller, C. M. (2011). Adhesion and the Surface Energy Components of Natural Minerals and Aggregates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8237

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):

Miller, Clint Matthew. “Adhesion and the Surface Energy Components of Natural Minerals and Aggregates.” 2011. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8237.

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

MLA Handbook (7th Edition):

Miller, Clint Matthew. “Adhesion and the Surface Energy Components of Natural Minerals and Aggregates.” 2011. Web. 19 Nov 2017.

Vancouver:

Miller CM. Adhesion and the Surface Energy Components of Natural Minerals and Aggregates. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8237.

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

Council of Science Editors:

Miller CM. Adhesion and the Surface Energy Components of Natural Minerals and Aggregates. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8237

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


Texas A&M University

18. Rezaei, Arash. Development of a Prediction Model for Skid Resistance of Asphalt Pavements.

Degree: 2012, Texas A&M University

 The skid resistance of asphalt pavement is a major characteristic that determines the driving safety on a road, especially under wet surface conditions. Skid resistance… (more)

Subjects/Keywords: Pavement; skid resistance; aggregate characteristics; mix gradation

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APA (6th Edition):

Rezaei, A. (2012). Development of a Prediction Model for Skid Resistance of Asphalt Pavements. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8879

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):

Rezaei, Arash. “Development of a Prediction Model for Skid Resistance of Asphalt Pavements.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8879.

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

MLA Handbook (7th Edition):

Rezaei, Arash. “Development of a Prediction Model for Skid Resistance of Asphalt Pavements.” 2012. Web. 19 Nov 2017.

Vancouver:

Rezaei A. Development of a Prediction Model for Skid Resistance of Asphalt Pavements. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8879.

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

Council of Science Editors:

Rezaei A. Development of a Prediction Model for Skid Resistance of Asphalt Pavements. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8879

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


Texas A&M University

19. Luo, Xue. Characterization of Fatigue Cracking and Healing of Asphalt Mixtures.

Degree: 2012, Texas A&M University

 Fatigue cracking is one of the most common distresses of asphalt pavements, whereas healing is a counter process to cracking which alleviates cracking damage and… (more)

Subjects/Keywords: asphalt mixtures; fatigue; crack growth; healing; recovery; dissipated pseudo strain energy; recoverable pseudo strain energy; dissipated strain energy; recoverable strain energy; energy-based mechanistic approach; true stress; internal stress; damage density; average crack size; number of cracks

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APA (6th Edition):

Luo, X. (2012). Characterization of Fatigue Cracking and Healing of Asphalt Mixtures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10924

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):

Luo, Xue. “Characterization of Fatigue Cracking and Healing of Asphalt Mixtures.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10924.

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

MLA Handbook (7th Edition):

Luo, Xue. “Characterization of Fatigue Cracking and Healing of Asphalt Mixtures.” 2012. Web. 19 Nov 2017.

Vancouver:

Luo X. Characterization of Fatigue Cracking and Healing of Asphalt Mixtures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10924.

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

Council of Science Editors:

Luo X. Characterization of Fatigue Cracking and Healing of Asphalt Mixtures. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10924

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


Texas A&M University

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

Degree: 2012, Texas A&M University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Lawrence, James 1973-. “Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/148088.

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

MLA Handbook (7th Edition):

Lawrence, James 1973-. “Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging.” 2012. Web. 19 Nov 2017.

Vancouver:

Lawrence J1. Application of Direct Tension Testing to Field Samples to Investigate the Effects of HMA Aging. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/148088.

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 2012, Texas A&M University

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

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

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APA (6th Edition):

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

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):

Zhang, Yuqing 1983-. “Anisotropic Characterization of Asphalt Mixtures in Compression.” 2012. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/148117.

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

MLA Handbook (7th Edition):

Zhang, Yuqing 1983-. “Anisotropic Characterization of Asphalt Mixtures in Compression.” 2012. Web. 19 Nov 2017.

Vancouver:

Zhang Y1. Anisotropic Characterization of Asphalt Mixtures in Compression. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/148117.

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

Council of Science Editors:

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

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


Texas A&M University

22. Allen, Robert Grover. Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties.

Degree: 2013, Texas A&M University

 The study of asphalt chemo-mechanics requires a basic understanding of the physical properties and chemical composition of asphalt and how these properties are linked to… (more)

Subjects/Keywords: Atomic Force Microscopy; AFM; Asphalt Binder; Micro-rheology; Nano-indentation; aging; chemical composition

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APA (6th Edition):

Allen, R. G. (2013). Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149372

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):

Allen, Robert Grover. “Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/149372.

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

MLA Handbook (7th Edition):

Allen, Robert Grover. “Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties.” 2013. Web. 19 Nov 2017.

Vancouver:

Allen RG. Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/149372.

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

Council of Science Editors:

Allen RG. Microstructural Characterization of the Chemo-mechanical Behavior of Asphalt in Terms of Aging and Fatigue Performance Properties. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149372

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


Texas A&M University

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

Degree: 2013, Texas A&M University

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

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

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APA (6th Edition):

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

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):

Srinivasa Parthasarathy, Atul. “A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/149603.

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

MLA Handbook (7th Edition):

Srinivasa Parthasarathy, Atul. “A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility.” 2013. Web. 19 Nov 2017.

Vancouver:

Srinivasa Parthasarathy A. A Model for the Nonlinear Mechanical Behavior of Asphalt Binders and its Application in Prediction of Rutting Susceptibility. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/149603.

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

Council of Science Editors:

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

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


Texas A&M University

24. Arastoo, Mahsa. Modeling Micro-Damage Healing Mechanism at Micro-Scale.

Degree: 2013, Texas A&M University

 This thesis demonstrates the effect of micro-damage healing on stress and displacement fields in the vicinity of a crack tip in the material that tend… (more)

Subjects/Keywords: Micro damage healing

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APA (6th Edition):

Arastoo, M. (2013). Modeling Micro-Damage Healing Mechanism at Micro-Scale. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151281

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):

Arastoo, Mahsa. “Modeling Micro-Damage Healing Mechanism at Micro-Scale.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/151281.

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

MLA Handbook (7th Edition):

Arastoo, Mahsa. “Modeling Micro-Damage Healing Mechanism at Micro-Scale.” 2013. Web. 19 Nov 2017.

Vancouver:

Arastoo M. Modeling Micro-Damage Healing Mechanism at Micro-Scale. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/151281.

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

Council of Science Editors:

Arastoo M. Modeling Micro-Damage Healing Mechanism at Micro-Scale. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151281

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


Texas A&M University

25. Shakiba, Maryam. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.

Degree: 2013, Texas A&M University

 The presence and flow of moisture degrade engineering properties of asphalt concrete as part of thermodynamic, chemical, physical, and mechanical processes. This detrimental effect is… (more)

Subjects/Keywords: Moisture Damage; Asphalt Concrete Pavements; Continuum Moisture-Mechanical Coupling

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APA (6th Edition):

Shakiba, M. (2013). A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151963

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):

Shakiba, Maryam. “A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.” 2013. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/151963.

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

MLA Handbook (7th Edition):

Shakiba, Maryam. “A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete.” 2013. Web. 19 Nov 2017.

Vancouver:

Shakiba M. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/151963.

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

Council of Science Editors:

Shakiba M. A Continuum Coupled Moisture-mechanical Constitutive Model for Asphalt Concrete. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151963

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


Texas A&M University

26. Garcia Cucalon, Maria Lorena. Physicochemical Interactions at the Binder-Aggregate Interface.

Degree: 2016, Texas A&M University

 Asphalt mixtures undergo chemical and mechanical changes with environmental weathering, most specifically due to moisture damage and oxidative aging. Degradation through weathering compromises asphalt mixture… (more)

Subjects/Keywords: asphalt mixtures; moisture damage; age-hardening; binder-aggregate interface

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

APA (6th Edition):

Garcia Cucalon, M. L. (2016). Physicochemical Interactions at the Binder-Aggregate Interface. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158036

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):

Garcia Cucalon, Maria Lorena. “Physicochemical Interactions at the Binder-Aggregate Interface.” 2016. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/158036.

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

MLA Handbook (7th Edition):

Garcia Cucalon, Maria Lorena. “Physicochemical Interactions at the Binder-Aggregate Interface.” 2016. Web. 19 Nov 2017.

Vancouver:

Garcia Cucalon ML. Physicochemical Interactions at the Binder-Aggregate Interface. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/158036.

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

Council of Science Editors:

Garcia Cucalon ML. Physicochemical Interactions at the Binder-Aggregate Interface. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158036

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


Texas A&M University

27. Garcia Cucalon, Maria Lorena. Physicochemical Interactions at the Binder-Aggregate Interface.

Degree: 2016, Texas A&M University

 Asphalt mixtures undergo chemical and mechanical changes with environmental weathering, most specifically due to moisture damage and oxidative aging. Degradation through weathering compromises asphalt mixture… (more)

Subjects/Keywords: asphalt mixtures; moisture damage; age-hardening; binder-aggregate interface

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Garcia Cucalon, M. L. (2016). Physicochemical Interactions at the Binder-Aggregate Interface. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158141

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):

Garcia Cucalon, Maria Lorena. “Physicochemical Interactions at the Binder-Aggregate Interface.” 2016. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/158141.

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

MLA Handbook (7th Edition):

Garcia Cucalon, Maria Lorena. “Physicochemical Interactions at the Binder-Aggregate Interface.” 2016. Web. 19 Nov 2017.

Vancouver:

Garcia Cucalon ML. Physicochemical Interactions at the Binder-Aggregate Interface. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/158141.

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

Council of Science Editors:

Garcia Cucalon ML. Physicochemical Interactions at the Binder-Aggregate Interface. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158141

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


Texas A&M University

28. Liu, Juanyu. Early age delamination in concrete pavements made with gravel aggregates.

Degree: 2009, Texas A&M University

 Gravel aggregates had been used extensively in the Houston District of Texas Department of Transportation (TxDOT) for continuously reinforced concrete pavements construction for many years.… (more)

Subjects/Keywords: Delamination; concrete pavements; gravel; aggregates

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

APA (6th Edition):

Liu, J. (2009). Early age delamination in concrete pavements made with gravel aggregates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1767

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, Juanyu. “Early age delamination in concrete pavements made with gravel aggregates.” 2009. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-1767.

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

MLA Handbook (7th Edition):

Liu, Juanyu. “Early age delamination in concrete pavements made with gravel aggregates.” 2009. Web. 19 Nov 2017.

Vancouver:

Liu J. Early age delamination in concrete pavements made with gravel aggregates. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1767.

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

Council of Science Editors:

Liu J. Early age delamination in concrete pavements made with gravel aggregates. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1767

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


Texas A&M University

29. Caro Spinel, Silvia. A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications.

Degree: 2011, Texas A&M University

 The deleterious effect of moisture on the structural integrity of asphalt mixtures has been recognized as one of the main causes of early deterioration of… (more)

Subjects/Keywords: Moisture damage; asphalt mixtures; micromechanics

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

APA (6th Edition):

Caro Spinel, S. (2011). A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7336

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):

Caro Spinel, Silvia. “A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications.” 2011. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7336.

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

MLA Handbook (7th Edition):

Caro Spinel, Silvia. “A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications.” 2011. Web. 19 Nov 2017.

Vancouver:

Caro Spinel S. A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7336.

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

Council of Science Editors:

Caro Spinel S. A Coupled Micromechanical Model of Moisture-Induced Damage in Asphalt Mixtures: Formulation and Applications. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7336

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


Texas A&M University

30. Rahmani, Eisa. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.

Degree: 2015, Texas A&M University

 Oxidative aging is known to be one of the main contributors to reducing the service life of asphalt pavements. Asphalt concrete becomes stiffer and more… (more)

Subjects/Keywords: Oxidative aging; Asphalt concrete; Continuum Damage Mechanics; Constitutive modeling; Viscoelasticity; Viscoplasticity; Viscodamage; Fatigue damage

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

APA (6th Edition):

Rahmani, E. (2015). Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155201

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):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Thesis, Texas A&M University. Accessed November 19, 2017. http://hdl.handle.net/1969.1/155201.

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

MLA Handbook (7th Edition):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Web. 19 Nov 2017.

Vancouver:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2017 Nov 19]. Available from: http://hdl.handle.net/1969.1/155201.

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

Council of Science Editors:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155201

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

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