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You searched for +publisher:"Texas A&M University" +contributor:("Lytton, Robert"). Showing records 1 – 30 of 87 total matches.

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Texas A&M University

1. Li, Xiaodan. Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods.

Degree: 2012, Texas A&M University

 Modeling of the time-dependent behavior of cement paste has always been a difficulty. In the past, viscoelastic behavior of cementitious materials has been primarily attributed… (more)

Subjects/Keywords: Cement paste; Aging; Viscoelastic; Finite element method

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APA (6th Edition):

Li, X. (2012). Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11114

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):

Li, Xiaodan. “Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11114.

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

MLA Handbook (7th Edition):

Li, Xiaodan. “Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods.” 2012. Web. 14 Oct 2019.

Vancouver:

Li X. Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11114.

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

Council of Science Editors:

Li X. Modeling of the Aging Viscoelastic Properties of Cement Paste Using Computational Methods. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11114

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


Texas A&M University

2. Haney, Stephen. Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion.

Degree: 2015, Texas A&M University

 Bentonite is one of the most common additives to cement to form grouts for completion of monitor wells. Recent studies have indicated that these grouts… (more)

Subjects/Keywords: Cement-Bentonite Grouts; Secondary Mineral Formation; Monitor Well Completion

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APA (6th Edition):

Haney, S. (2015). Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155210

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):

Haney, Stephen. “Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion.” 2015. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/155210.

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

MLA Handbook (7th Edition):

Haney, Stephen. “Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion.” 2015. Web. 14 Oct 2019.

Vancouver:

Haney S. Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/155210.

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

Council of Science Editors:

Haney S. Investigation of the Affects of Bentonite in Cement-Bentonite Grouts used for Monitor Well Completion. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155210

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


Texas A&M University

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

Degree: 2015, Texas A&M University

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

Subjects/Keywords: Aggregate Base; permanent deformation; rutting

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APA (6th Edition):

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

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):

Droddy, Charles Vance. “An Improved Permanent Deformation Model for Unbound Aggregate Base Course.” 2015. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/155556.

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

MLA Handbook (7th Edition):

Droddy, Charles Vance. “An Improved Permanent Deformation Model for Unbound Aggregate Base Course.” 2015. Web. 14 Oct 2019.

Vancouver:

Droddy CV. An Improved Permanent Deformation Model for Unbound Aggregate Base Course. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/155556.

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

Council of Science Editors:

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

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


Texas A&M University

4. Chen, Yu. Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading.

Degree: 2016, Texas A&M University

 Top-down cracking is a primary fatigue cracking and widespread mode of failure in asphalt concrete pavement. Top-down cracking exists in asphalt pavement layers, initiating at… (more)

Subjects/Keywords: Thermal Cracking; Thermal Stress

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APA (6th Edition):

Chen, Y. (2016). Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/159039

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):

Chen, Yu. “Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading.” 2016. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/159039.

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

MLA Handbook (7th Edition):

Chen, Yu. “Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading.” 2016. Web. 14 Oct 2019.

Vancouver:

Chen Y. Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/159039.

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

Council of Science Editors:

Chen Y. Prediction of Top-Down Cracking of Asphalt Pavement Layers Under Thermal Loading. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/159039

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


Texas A&M University

5. Mirsayar, Mirmilad. On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs.

Degree: 2017, Texas A&M University

 This dissertation aims to study effects of different design factors on the end movements in Continuously Reinforced Concrete (CRC) pavements subjected to environmental loads. End… (more)

Subjects/Keywords: CRC pavements; fracture; crack; FEM; cohesive zone; environmental loads

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APA (6th Edition):

Mirsayar, M. (2017). On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161298

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):

Mirsayar, Mirmilad. “On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs.” 2017. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/161298.

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

MLA Handbook (7th Edition):

Mirsayar, Mirmilad. “On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs.” 2017. Web. 14 Oct 2019.

Vancouver:

Mirsayar M. On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/161298.

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

Council of Science Editors:

Mirsayar M. On the Use of Interfacial Fracture Mechanics Approaches for Evaluation of the End Movement in Concrete Slabs. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161298

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


Texas A&M University

6. Liu, Chuhao. Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons.

Degree: 2017, Texas A&M University

 Suction caissons are one of the most common anchoring systems used in offshore foundations. With increasing exploration in offshore energy, it becomes important to do… (more)

Subjects/Keywords: suction caisson

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APA (6th Edition):

Liu, C. (2017). Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161528

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, Chuhao. “Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons.” 2017. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/161528.

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

MLA Handbook (7th Edition):

Liu, Chuhao. “Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons.” 2017. Web. 14 Oct 2019.

Vancouver:

Liu C. Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/161528.

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

Council of Science Editors:

Liu C. Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161528

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


Texas A&M University

7. Mahmoud, Enad Muhib Ahmad. Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes.

Degree: 2010, Texas A&M University

 Aggregate strength, gradation, and shape play a vital role in controlling asphalt mixture performance. Many studies have demonstrated the effects of these factors on asphalt… (more)

Subjects/Keywords: Asphalt Mixes; Discrete Element Method; Aggregates; Fracture; Probability; Crack Pattern

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APA (6th Edition):

Mahmoud, E. M. A. (2010). Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-586

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):

Mahmoud, Enad Muhib Ahmad. “Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes.” 2010. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-586.

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

MLA Handbook (7th Edition):

Mahmoud, Enad Muhib Ahmad. “Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes.” 2010. Web. 14 Oct 2019.

Vancouver:

Mahmoud EMA. Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-586.

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

Council of Science Editors:

Mahmoud EMA. Discrete Element Modeling of Influences of Aggregate Gradation and Aggregate Properties on Fracture in Asphalt Mixes. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-586

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


Texas A&M University

8. Dantal, Vishal S. Wireless Monitoring of Railway Embankments.

Degree: 2010, Texas A&M University

 Landslides are one of the most dangerous geological hazards. In the United States, landslides cause a damage of $ 3.5 billion and kill 25 to… (more)

Subjects/Keywords: Wireless monitoring; shallow landslides; Suction; GPR; dielectric constant

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APA (6th Edition):

Dantal, V. S. (2010). Wireless Monitoring of Railway Embankments. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468

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):

Dantal, Vishal S. “Wireless Monitoring of Railway Embankments.” 2010. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468.

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

MLA Handbook (7th Edition):

Dantal, Vishal S. “Wireless Monitoring of Railway Embankments.” 2010. Web. 14 Oct 2019.

Vancouver:

Dantal VS. Wireless Monitoring of Railway Embankments. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468.

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

Council of Science Editors:

Dantal VS. Wireless Monitoring of Railway Embankments. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468

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


Texas A&M University

9. Tsai, Fang-Ling. Prediction of Reflection Cracking in Hot Mix Asphalt Overlays.

Degree: 2011, Texas A&M University

 Reflection cracking is one of the main distresses in hot-mix asphalt (HMA) overlays. It has been a serious concern since early in the 20th century.… (more)

Subjects/Keywords: HMA Overlay; Reflection Cracking; Artificial Neural Network; Stress Intensity Factor

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APA (6th Edition):

Tsai, F. (2011). Prediction of Reflection Cracking in Hot Mix Asphalt Overlays. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8900

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):

Tsai, Fang-Ling. “Prediction of Reflection Cracking in Hot Mix Asphalt Overlays.” 2011. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8900.

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

MLA Handbook (7th Edition):

Tsai, Fang-Ling. “Prediction of Reflection Cracking in Hot Mix Asphalt Overlays.” 2011. Web. 14 Oct 2019.

Vancouver:

Tsai F. Prediction of Reflection Cracking in Hot Mix Asphalt Overlays. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8900.

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

Council of Science Editors:

Tsai F. Prediction of Reflection Cracking in Hot Mix Asphalt Overlays. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8900

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


Texas A&M University

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

Degree: 2012, Texas A&M University

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

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

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APA (6th Edition):

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

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):

Jamison, Brandon Parker. “Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283.

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

MLA Handbook (7th Edition):

Jamison, Brandon Parker. “Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance.” 2012. Web. 14 Oct 2019.

Vancouver:

Jamison BP. Laboratory Evaluation of Hot-Mix Asphalt Concrete Fatigue Cracking Resistance. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8283.

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

Council of Science Editors:

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

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


Texas A&M University

11. Hoyt, Denise. Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation.

Degree: 2012, Texas A&M University

 Chip seals are a pavement surface treatment used for maintaining asphalt concrete pavements. National Cooperative Highway Research Program (NCHRP) Project 14-17 was performed to produce… (more)

Subjects/Keywords: chip seal; emulsion residue; SPG grading; pavement texture; pavement surface treatment

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APA (6th Edition):

Hoyt, D. (2012). Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10804

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):

Hoyt, Denise. “Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10804.

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

MLA Handbook (7th Edition):

Hoyt, Denise. “Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation.” 2012. Web. 14 Oct 2019.

Vancouver:

Hoyt D. Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10804.

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

Council of Science Editors:

Hoyt D. Chip Seals for Asphalt Concrete Pavements: A Proposed Emulsion Residue Specification and Existing Pavement Texture Evaluation. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10804

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


Texas A&M University

12. Vijaykumar, Aishwarya. Validation of Surface Performance-Graded Specification For Surface Treatment Binders.

Degree: 2012, Texas A&M University

 The design and selection of surface treatment binders in service is currently based on specifications that only account for the penetration and ductility of emulsion… (more)

Subjects/Keywords: Asphalt emulsions; Surface treatment binders; Chip seals; Emulsion recovery methods; Performance grade; Specifications

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APA (6th Edition):

Vijaykumar, A. (2012). Validation of Surface Performance-Graded Specification For Surface Treatment Binders. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11606

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):

Vijaykumar, Aishwarya. “Validation of Surface Performance-Graded Specification For Surface Treatment Binders.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11606.

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

MLA Handbook (7th Edition):

Vijaykumar, Aishwarya. “Validation of Surface Performance-Graded Specification For Surface Treatment Binders.” 2012. Web. 14 Oct 2019.

Vancouver:

Vijaykumar A. Validation of Surface Performance-Graded Specification For Surface Treatment Binders. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11606.

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

Council of Science Editors:

Vijaykumar A. Validation of Surface Performance-Graded Specification For Surface Treatment Binders. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11606

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


Texas A&M University

13. Yang, Ming. Undrained behavior of plate anchors subjected to general loading.

Degree: 2010, Texas A&M University

 This study presents a method for predicting the undrained behavior of plate anchors, including out-of-plane loading of simple plates and performance of suction embedded plate… (more)

Subjects/Keywords: plate anchors; SEPLA; general loading; plasticity; offshore

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APA (6th Edition):

Yang, M. (2010). Undrained behavior of plate anchors subjected to general loading. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78

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):

Yang, Ming. “Undrained behavior of plate anchors subjected to general loading.” 2010. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78.

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

MLA Handbook (7th Edition):

Yang, Ming. “Undrained behavior of plate anchors subjected to general loading.” 2010. Web. 14 Oct 2019.

Vancouver:

Yang M. Undrained behavior of plate anchors subjected to general loading. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78.

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

Council of Science Editors:

Yang M. Undrained behavior of plate anchors subjected to general loading. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78

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


Texas A&M University

14. 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 October 14, 2019. 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. 14 Oct 2019.

Vancouver:

Koohi Y1. Analytical-Numerical Methodology to Measure Undamaged, Fracture and Healing Properties of Asphalt Mixtures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. 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

15. Yin, Fan 1990-. Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt.

Degree: 2012, Texas A&M University

 Warm-Mix Asphalt (WMA) refers to the asphalt concrete paving material produced and placed at temperatures approximately 50?F lower than those used for Hot-Mix Asphalt (HMA).… (more)

Subjects/Keywords: Stiffness; Conditioing Protocol; WMA

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APA (6th Edition):

Yin, F. 1. (2012). Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148143

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):

Yin, Fan 1990-. “Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/148143.

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

MLA Handbook (7th Edition):

Yin, Fan 1990-. “Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt.” 2012. Web. 14 Oct 2019.

Vancouver:

Yin F1. Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/148143.

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

Council of Science Editors:

Yin F1. Evaluation of Laboratory Conditioning Protocols for Warm-Mix Asphalt. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148143

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


Texas A&M University

16. Saliminejad, Siamak 1983-. GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality.

Degree: 2012, Texas A&M University

 The task of preserving and improving infrastructure systems is becoming extremely challenging because these systems are decaying due to aging and over utilization, have limited… (more)

Subjects/Keywords: infrastructure condition data; GIS; data quality; infrastructure management

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APA (6th Edition):

Saliminejad, S. 1. (2012). GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148163

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):

Saliminejad, Siamak 1983-. “GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/148163.

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

MLA Handbook (7th Edition):

Saliminejad, Siamak 1983-. “GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality.” 2012. Web. 14 Oct 2019.

Vancouver:

Saliminejad S1. GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/148163.

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

Council of Science Editors:

Saliminejad S1. GIS-Based Probabilistic Approach for Assessing and Enhancing Infrastructure Data Quality. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148163

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


Texas A&M University

17. Padigala, Meghana 1989-. Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging.

Degree: 2012, Texas A&M University

 While the oxidation of binders in hot mix asphalt (HMA) pavements and its subsequent detrimental effects on pavement life have been well recognized in the… (more)

Subjects/Keywords: HMA; Artificial aging; Direct tension tests; Fatigue resistance; Oxidative Aging; Asphalt

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APA (6th Edition):

Padigala, M. 1. (2012). Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148213

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):

Padigala, Meghana 1989-. “Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging.” 2012. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/148213.

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

MLA Handbook (7th Edition):

Padigala, Meghana 1989-. “Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging.” 2012. Web. 14 Oct 2019.

Vancouver:

Padigala M1. Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/148213.

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

Council of Science Editors:

Padigala M1. Application of Direct Tension Testing to Laboratory Samples to Investigate the Effects of Hot Mix Asphalt Aging. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148213

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


Texas A&M University

18. Narciso, Paul John Ross. Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition.

Degree: 2013, Texas A&M University

 Methodical maintenance and renewal of infrastructure systems is critical due to the rapid deterioration of infrastructure assets under increasing loads and environmental effects and the… (more)

Subjects/Keywords: Pavement Maintenance and Rehabilitation; Prioritization

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APA (6th Edition):

Narciso, P. J. R. (2013). Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151099

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):

Narciso, Paul John Ross. “Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition.” 2013. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/151099.

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

MLA Handbook (7th Edition):

Narciso, Paul John Ross. “Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition.” 2013. Web. 14 Oct 2019.

Vancouver:

Narciso PJR. Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/151099.

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

Council of Science Editors:

Narciso PJR. Development of a Pavement Maintenance and Rehabilitation Project Formation and Prioritization Methodology that Reflects Agency Priorities and Improves Network Condition. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151099

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


Texas A&M University

19. 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 October 14, 2019. 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. 14 Oct 2019.

Vancouver:

Tong Y. Fatigue Resistance of Asphalt Mixtures Affected by Water Vapor Movement. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Oct 14]. 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

20. Dantal, Vishal. Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls.

Degree: 2013, Texas A&M University

 Since its appearance in 1970s, mechanically stabilized earth (MSE) walls have become a majority among all types of retaining walls due to their economics and… (more)

Subjects/Keywords: MSE Retaining Walls; Laboratory testing; Backfill Materials; Numerical simulations; FLAC; Sliding Analysis; Bearing Capacity Analysis; Large Scale Triaxial testing

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APA (6th Edition):

Dantal, V. (2013). Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151797

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):

Dantal, Vishal. “Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls.” 2013. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/151797.

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

MLA Handbook (7th Edition):

Dantal, Vishal. “Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls.” 2013. Web. 14 Oct 2019.

Vancouver:

Dantal V. Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/151797.

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

Council of Science Editors:

Dantal V. Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151797

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


Texas A&M University

21. 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 October 14, 2019. 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. 14 Oct 2019.

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 2019 Oct 14]. 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

22. Liu, Kai-Wei. A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix.

Degree: 2015, Texas A&M University

 The main objective of this study is to develop a rapid, reliable test method to determine the aggregate reactivity due to alkali-silica reaction (ASR) with… (more)

Subjects/Keywords: Alkali-Silica Reaction; Compound Activation Energy

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APA (6th Edition):

Liu, K. (2015). A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155009

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, Kai-Wei. “A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix.” 2015. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/155009.

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

MLA Handbook (7th Edition):

Liu, Kai-Wei. “A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix.” 2015. Web. 14 Oct 2019.

Vancouver:

Liu K. A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/155009.

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

Council of Science Editors:

Liu K. A New Performance-Based Approach of ASR Aggregate Reactivity Prediction and Development of ASR-Resistant Concrete Mix. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155009

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


Texas A&M University

23. Deng, Yong. Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads.

Degree: MS, Civil Engineering, 2017, Texas A&M University

 With the development of techniques and increasing need for the evaluation and prediction of pavements? conditions during and after construction, the methodology of nondestructive testing… (more)

Subjects/Keywords: Nondestructive Testing; Deflection Basin; Finite Element Simulation; Viscoelastic Materials

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APA (6th Edition):

Deng, Y. (2017). Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/165709

Chicago Manual of Style (16th Edition):

Deng, Yong. “Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads.” 2017. Masters Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/165709.

MLA Handbook (7th Edition):

Deng, Yong. “Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads.” 2017. Web. 14 Oct 2019.

Vancouver:

Deng Y. Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/165709.

Council of Science Editors:

Deng Y. Three-Dimensional Numerical Simulation of Pavements Deflection Basins under Moving Loads. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/165709


Texas A&M University

24. Chen Valdes, Clotilde Raquel. An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis.

Degree: PhD, Interdisciplinary Engineering, 2017, Texas A&M University

 Reliable evaluation of rock mechanical properties in organic-rich mudrocks is challenging due to their heterogeneity, anisotropy, and complex lithology. It is important to assimilate variable… (more)

Subjects/Keywords: Organic rich mudrocks; anisotropy; poroelasticity; nanoindentation; kerogen; thermal maturity

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APA (6th Edition):

Chen Valdes, C. R. (2017). An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/166099

Chicago Manual of Style (16th Edition):

Chen Valdes, Clotilde Raquel. “An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis.” 2017. Doctoral Dissertation, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/166099.

MLA Handbook (7th Edition):

Chen Valdes, Clotilde Raquel. “An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis.” 2017. Web. 14 Oct 2019.

Vancouver:

Chen Valdes CR. An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis. [Internet] [Doctoral dissertation]. Texas A&M University; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/166099.

Council of Science Editors:

Chen Valdes CR. An Experimental Multi-scale Assessment of Mechanical Properties of Organic-rich Mudrocks, and Impact of the Variability of Their Mineralogical and Organic Components in Their Mechanical Analysis. [Doctoral Dissertation]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/166099


Texas A&M University

25. 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 October 14, 2019. 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. 14 Oct 2019.

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 2019 Oct 14]. 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

26. 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 October 14, 2019. 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. 14 Oct 2019.

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 2019 Oct 14]. 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

27. Huang, Chien-Wei. Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials.

Degree: 2009, Texas A&M University

 Hot mix asphalt (HMA) is a composite material which consists of aggregates, air voids and asphalt materials. The HMA response is typically described to be… (more)

Subjects/Keywords: Asphalt; Viscoelastic-Viscoplastic; Nonlinear

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APA (6th Edition):

Huang, C. (2009). Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3137

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):

Huang, Chien-Wei. “Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials.” 2009. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-3137.

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

MLA Handbook (7th Edition):

Huang, Chien-Wei. “Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials.” 2009. Web. 14 Oct 2019.

Vancouver:

Huang C. Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3137.

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

Council of Science Editors:

Huang C. Development and numerical implementation of nonlinear viscoelastic-viscoplastic model for asphalt materials. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3137

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


Texas A&M University

28. Arambula Mercado, Edith. Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes.

Degree: 2009, Texas A&M University

 Moisture damage in asphalt mixes refers to the loss of serviceability due to the presence of moisture. The extent of moisture damage, also called moisture… (more)

Subjects/Keywords: hot mix asphalt; moisture damage; moisture transport; capillary rise; microstructure characterization; X-Ray Computed Tomography; image analysis; fracture analysis; crack growth

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APA (6th Edition):

Arambula Mercado, E. (2009). Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1276

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):

Arambula Mercado, Edith. “Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes.” 2009. Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1276.

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

MLA Handbook (7th Edition):

Arambula Mercado, Edith. “Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes.” 2009. Web. 14 Oct 2019.

Vancouver:

Arambula Mercado E. Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1276.

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

Council of Science Editors:

Arambula Mercado E. Influence of fundamental material properties and air void structure on moisture damage of asphalt mixes. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1276

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


Texas A&M University

29. 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 October 14, 2019. 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. 14 Oct 2019.

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 2019 Oct 14]. 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

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

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 October 14, 2019. 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. 14 Oct 2019.

Vancouver:

Lee SI. Development of Approach to Estimate Volume Fraction of Multiphase Material Using Dielectrics. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 14]. 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

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