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You searched for +publisher:"Texas A&M University" +contributor:("Aubeny, Charles"). Showing records 1 – 30 of 78 total matches.

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Texas A&M University

1. Shin, Chong-Suk. Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines.

Degree: 2017, Texas A&M University

 This thesis examines critical components of the mooring system for Floating Offshore Wind Turbines including chain cables, anchors and soil. The mooring line is investigated… (more)

Subjects/Keywords: Catenary mooring; Semi-taut mooring; Water Depth Variation; FAST; OrcaFlex; Soil Properties; Anchor Alternatives

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APA (6th Edition):

Shin, C. (2017). Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161639

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):

Shin, Chong-Suk. “Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines.” 2017. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/161639.

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

MLA Handbook (7th Edition):

Shin, Chong-Suk. “Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines.” 2017. Web. 31 Mar 2020.

Vancouver:

Shin C. Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/161639.

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

Council of Science Editors:

Shin C. Efficient Mooring Systems for Semisubmersible Floating Offshore Wind Turbines. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161639

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


Texas A&M University

2. Beemer, Ryan. Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons.

Degree: 2011, Texas A&M University

 The need for experimental and analytical modeling in the field of deep water offshore anchoring technologies is high. Suction caisson and drag embedment anchors (DEA)… (more)

Subjects/Keywords: Geotechnical; Offshore; Anchors; Drag Embedment Anchors; Suction Caissons; Laponite; Experimental; Modeling; Image Processing

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APA (6th Edition):

Beemer, R. (2011). Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9263

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):

Beemer, Ryan. “Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons.” 2011. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9263.

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

MLA Handbook (7th Edition):

Beemer, Ryan. “Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons.” 2011. Web. 31 Mar 2020.

Vancouver:

Beemer R. Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9263.

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

Council of Science Editors:

Beemer R. Analytical and Experimental Studies of Drag Embedment Anchors and Suction Caissons. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9263

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


Texas A&M University

3. Juge, Benjamin. Elastic Properties of Jet-Grouted Ground and Applications.

Degree: 2012, Texas A&M University

 With the development of urban areas and the constant need to change or improve the existing structures, a need for creative and less destructive soil… (more)

Subjects/Keywords: Jet-Grouting; Elastic Properties; Radius of Injection

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APA (6th Edition):

Juge, B. (2012). Elastic Properties of Jet-Grouted Ground and Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10909

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):

Juge, Benjamin. “Elastic Properties of Jet-Grouted Ground and Applications.” 2012. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10909.

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

MLA Handbook (7th Edition):

Juge, Benjamin. “Elastic Properties of Jet-Grouted Ground and Applications.” 2012. Web. 31 Mar 2020.

Vancouver:

Juge B. Elastic Properties of Jet-Grouted Ground and Applications. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10909.

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

Council of Science Editors:

Juge B. Elastic Properties of Jet-Grouted Ground and Applications. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10909

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


Texas A&M University

4. Owens, Garrett Reese 1987-. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.

Degree: 2012, Texas A&M University

 The majority of offshore wind farms utilize monopile substructures. As these wind farms are typically located in water depths less than 30 meters, the effect… (more)

Subjects/Keywords: Wave Forces on Monopiles; Offshore Wind Turbines; Impact Forces; Breaking Waves

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APA (6th Edition):

Owens, G. R. 1. (2012). Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148179

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):

Owens, Garrett Reese 1987-. “Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.” 2012. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/148179.

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

MLA Handbook (7th Edition):

Owens, Garrett Reese 1987-. “Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.” 2012. Web. 31 Mar 2020.

Vancouver:

Owens GR1. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/148179.

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

Council of Science Editors:

Owens GR1. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148179

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


Texas A&M University

5. Garton, Mackenzie. Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill.

Degree: 2013, Texas A&M University

 The use of mechanically stabilized earth (MSE) retaining walls has become quite prevalent in highway embankment applications. A design criterion for these walls was originally… (more)

Subjects/Keywords: MSE wall backfill; large CD triaxial

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APA (6th Edition):

Garton, M. (2013). Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149256

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):

Garton, Mackenzie. “Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/149256.

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

MLA Handbook (7th Edition):

Garton, Mackenzie. “Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill.” 2013. Web. 31 Mar 2020.

Vancouver:

Garton M. Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/149256.

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

Council of Science Editors:

Garton M. Large Scale Triaxial Testing of Mechanically Stabilized Earth Retaining Wall Backfill. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149256

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


Texas A&M University

6. Aponte Rivera, Fernando Luis. Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions.

Degree: 2013, Texas A&M University

 The design of underground repositories to storage high level radioactive waste is based on the multi barrier concept that consists of placing natural and artificial… (more)

Subjects/Keywords: THM coupled analysis; Nuclear repository

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APA (6th Edition):

Aponte Rivera, F. L. (2013). Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151838

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):

Aponte Rivera, Fernando Luis. “Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151838.

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

MLA Handbook (7th Edition):

Aponte Rivera, Fernando Luis. “Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions.” 2013. Web. 31 Mar 2020.

Vancouver:

Aponte Rivera FL. Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151838.

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

Council of Science Editors:

Aponte Rivera FL. Thermo-Hydro-Mechanical Coupled Analysis in Low Permeability Media Under Nuclear Repository Conditions. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151838

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


Texas A&M University

7. Hartsfield, Randal James. Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay.

Degree: 2013, Texas A&M University

 This thesis presents a method to calculate the bearing and overturning capacity of a shallow foundation installed in soft clay using the upper bound method… (more)

Subjects/Keywords: Upper Bound; Plasticity; Shallow Foundations; Bearing Capacity; API

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APA (6th Edition):

Hartsfield, R. J. (2013). Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151873

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):

Hartsfield, Randal James. “Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151873.

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

MLA Handbook (7th Edition):

Hartsfield, Randal James. “Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay.” 2013. Web. 31 Mar 2020.

Vancouver:

Hartsfield RJ. Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151873.

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

Council of Science Editors:

Hartsfield RJ. Upper Bound Analysis of Bearing and Overturning Capacities of Shallow Foundations in Soft Clay. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151873

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


Texas A&M University

8. Khan, Rehan. Assessing Soil Strength From Geophysical Surveys.

Degree: 2014, Texas A&M University

 A study is presented to develop framework for correlating sand strength (friction angle) to geophysical measurements, primarily shear wave and body wave velocities. Triaxial tests… (more)

Subjects/Keywords: sediment strength; soil stiffness

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APA (6th Edition):

Khan, R. (2014). Assessing Soil Strength From Geophysical Surveys. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152591

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):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/152591.

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

MLA Handbook (7th Edition):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Web. 31 Mar 2020.

Vancouver:

Khan R. Assessing Soil Strength From Geophysical Surveys. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/152591.

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

Council of Science Editors:

Khan R. Assessing Soil Strength From Geophysical Surveys. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152591

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


Texas A&M University

9. Smith, Sean Joseph. Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Retaining structures in proximity to railroads experience a variety of lateral loading intensities depending on the live load surcharge. Current design guidelines recommend using the… (more)

Subjects/Keywords: retaining wall; temporary shoring; load distribution; railroad; live load; earth pressure; method of initial parameters

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APA (6th Edition):

Smith, S. J. (2016). Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187353

Chicago Manual of Style (16th Edition):

Smith, Sean Joseph. “Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads.” 2016. Masters Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/187353.

MLA Handbook (7th Edition):

Smith, Sean Joseph. “Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads.” 2016. Web. 31 Mar 2020.

Vancouver:

Smith SJ. Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/187353.

Council of Science Editors:

Smith SJ. Estimating Load Distributions for Retaining Structures Subjected to Railroad Live Loads. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/187353


Texas A&M University

10. Das, Roneet. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Estimates of probability of slope failure based on Monte-Carlo methods depend upon the state of evidence on the slope stability model parameters. The Bayesian framework… (more)

Subjects/Keywords: Slope Stability; Bayesian Inference

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APA (6th Edition):

Das, R. (2016). Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157070

Chicago Manual of Style (16th Edition):

Das, Roneet. “Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.” 2016. Masters Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/157070.

MLA Handbook (7th Edition):

Das, Roneet. “Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference.” 2016. Web. 31 Mar 2020.

Vancouver:

Das R. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/157070.

Council of Science Editors:

Das R. Probabilistic Slope Stability Assessment of Submarine and Slides by the Use of Bayesian Inference. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157070


Texas A&M University

11. Rasulo, Marcus P. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Drag embedment anchors (DEA) are widely used for the temporary, and to a lesser extent the permanent mooring of offshore structures. While they can provide… (more)

Subjects/Keywords: drag anchors; offshore anchors; geotechnical

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APA (6th Edition):

Rasulo, M. P. (2016). Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157108

Chicago Manual of Style (16th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Masters Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/157108.

MLA Handbook (7th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Web. 31 Mar 2020.

Vancouver:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/157108.

Council of Science Editors:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157108


Texas A&M University

12. Raghavendra, Dhanvi Vengre. Performance of Plate Anchors.

Degree: 2016, Texas A&M University

 Suction Embedded Plate Anchors (SEPLA) are vertically loaded anchors which are installed by using a suction caisson to the required embedment depth. The cost effectiveness,… (more)

Subjects/Keywords: Plate Anchors; Suction Embedded Plate Anchors; Numerical Modelling; Plasticity

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APA (6th Edition):

Raghavendra, D. V. (2016). Performance of Plate Anchors. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/159061

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):

Raghavendra, Dhanvi Vengre. “Performance of Plate Anchors.” 2016. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/159061.

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

MLA Handbook (7th Edition):

Raghavendra, Dhanvi Vengre. “Performance of Plate Anchors.” 2016. Web. 31 Mar 2020.

Vancouver:

Raghavendra DV. Performance of Plate Anchors. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/159061.

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

Council of Science Editors:

Raghavendra DV. Performance of Plate Anchors. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/159061

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


Texas A&M University

13. Akbarnejad Nesheli, Babak. Rock mechanics aspects of blowout self-containment.

Degree: 2009, Texas A&M University

 A blowout is an uncontrolled flow of reservoir fluids into the wellbore to the surface, causing serious, sometimes catastrophic, problems in different types of petroleum… (more)

Subjects/Keywords: Bridging; Deep water Gulf of Mexico

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APA (6th Edition):

Akbarnejad Nesheli, B. (2009). Rock mechanics aspects of blowout self-containment. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1835

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):

Akbarnejad Nesheli, Babak. “Rock mechanics aspects of blowout self-containment.” 2009. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-1835.

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

MLA Handbook (7th Edition):

Akbarnejad Nesheli, Babak. “Rock mechanics aspects of blowout self-containment.” 2009. Web. 31 Mar 2020.

Vancouver:

Akbarnejad Nesheli B. Rock mechanics aspects of blowout self-containment. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1835.

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

Council of Science Editors:

Akbarnejad Nesheli B. Rock mechanics aspects of blowout self-containment. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1835

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


Texas A&M University

14. Jung, Byoung C. Probabilistic Analysis of the Compressibility of Soils.

Degree: 2010, Texas A&M University

 Geotechnical engineers are always faced with uncertainties and spatial variations in material parameters. In this work, we propose to develop a framework able to account… (more)

Subjects/Keywords: Bayesian; soil classification; compressibility of soils; statistical analysis; settlement

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APA (6th Edition):

Jung, B. C. (2010). Probabilistic Analysis of the Compressibility of Soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-735

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):

Jung, Byoung C. “Probabilistic Analysis of the Compressibility of Soils.” 2010. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-735.

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

MLA Handbook (7th Edition):

Jung, Byoung C. “Probabilistic Analysis of the Compressibility of Soils.” 2010. Web. 31 Mar 2020.

Vancouver:

Jung BC. Probabilistic Analysis of the Compressibility of Soils. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-735.

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

Council of Science Editors:

Jung BC. Probabilistic Analysis of the Compressibility of Soils. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-735

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


Texas A&M University

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

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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Dantal VS. Wireless Monitoring of Railway Embankments. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Mar 31]. 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

16. Saez Barrios, Deeyvid O. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.

Degree: 2010, Texas A&M University

 This study evaluated the soil properties of clean sand, a silty sand, and a road base that are extensively used as a backfill for full-scale… (more)

Subjects/Keywords: soil modulus; dilation angle; Friction angle; back-fill; index properties

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APA (6th Edition):

Saez Barrios, D. O. (2010). Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042

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):

Saez Barrios, Deeyvid O. “Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.” 2010. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042.

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

MLA Handbook (7th Edition):

Saez Barrios, Deeyvid O. “Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.” 2010. Web. 31 Mar 2020.

Vancouver:

Saez Barrios DO. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042.

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

Council of Science Editors:

Saez Barrios DO. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042

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


Texas A&M University

17. Nicks, Jennifer Elizabeth. The Bump at the End of the Railway Bridge.

Degree: 2011, Texas A&M University

 The bump at the end of the railway bridge is a result of differential movement between the bridge deck and the approach embankment. The movement… (more)

Subjects/Keywords: Differential settlement; railway bridge; bump; approach settlement; subgrade pressure; impact force; LS-DYNA

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APA (6th Edition):

Nicks, J. E. (2011). The Bump at the End of the Railway Bridge. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7432

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):

Nicks, Jennifer Elizabeth. “The Bump at the End of the Railway Bridge.” 2011. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7432.

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

MLA Handbook (7th Edition):

Nicks, Jennifer Elizabeth. “The Bump at the End of the Railway Bridge.” 2011. Web. 31 Mar 2020.

Vancouver:

Nicks JE. The Bump at the End of the Railway Bridge. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7432.

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

Council of Science Editors:

Nicks JE. The Bump at the End of the Railway Bridge. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7432

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


Texas A&M University

18. Nakhaee, Ali. Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed.

Degree: 2011, Texas A&M University

 The fatigue life of a Steel Catenary Riser (SCR) near its touch-down zone is substantially affected by its interaction with the seabed. Hence, accurate estimate… (more)

Subjects/Keywords: SCR; Riser; Fatigue; Trenching; Interaction; Seabed; Dynamic

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

APA (6th Edition):

Nakhaee, A. (2011). Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-9016

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):

Nakhaee, Ali. “Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed.” 2011. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-9016.

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

MLA Handbook (7th Edition):

Nakhaee, Ali. “Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed.” 2011. Web. 31 Mar 2020.

Vancouver:

Nakhaee A. Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-9016.

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

Council of Science Editors:

Nakhaee A. Study of the Fatigue Life of Steel Catenary Risers in Interaction with the Seabed. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-9016

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


Texas A&M University

19. Zhang, Yanbei. Probabilistic Calibration of a Discrete Particle Model.

Degree: 2011, Texas A&M University

 A discrete element model (DEM) capable of reproducing the mechanistic behavior of a triaxial compressive test performed on a Vosges sandstone specimen is presented considering… (more)

Subjects/Keywords: Probabilistic calibration; discrete element modeling; triaxial test; failure mechanism; Vosges sandstone

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APA (6th Edition):

Zhang, Y. (2011). Probabilistic Calibration of a Discrete Particle Model. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110

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, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

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

MLA Handbook (7th Edition):

Zhang, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Web. 31 Mar 2020.

Vancouver:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

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

Council of Science Editors:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110

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


Texas A&M University

20. You, Jung Hwan. Numerical Modeling of Seafloor Interation with Steel Catenary Riser.

Degree: 2012, Texas A&M University

 Realistic predictions of service life of steel catenary risers (SCR) require an accurate characterization of seafloor stiffness in the zone where the riser contacts the… (more)

Subjects/Keywords: SCR-seabed interaction; P-y model; cyclic degradation; finite difference analysis

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APA (6th Edition):

You, J. H. (2012). Numerical Modeling of Seafloor Interation with Steel Catenary Riser. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11820

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, Jung Hwan. “Numerical Modeling of Seafloor Interation with Steel Catenary Riser.” 2012. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11820.

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

MLA Handbook (7th Edition):

You, Jung Hwan. “Numerical Modeling of Seafloor Interation with Steel Catenary Riser.” 2012. Web. 31 Mar 2020.

Vancouver:

You JH. Numerical Modeling of Seafloor Interation with Steel Catenary Riser. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11820.

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

Council of Science Editors:

You JH. Numerical Modeling of Seafloor Interation with Steel Catenary Riser. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11820

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


Texas A&M University

21. 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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Yang M. Undrained behavior of plate anchors subjected to general loading. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Mar 31]. 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

22. Saez Barrios, Deeyvid 1980-. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.

Degree: 2012, Texas A&M University

 The use of Mechanically Stabilized Earth (MSE) wall structures has increased dramatically in recent years. Traffic barriers are frequently placed on top of the MSE… (more)

Subjects/Keywords: equivalent static load; dynamic load; retaining wall

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APA (6th Edition):

Saez Barrios, D. 1. (2012). Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148253

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):

Saez Barrios, Deeyvid 1980-. “Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.” 2012. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/148253.

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

MLA Handbook (7th Edition):

Saez Barrios, Deeyvid 1980-. “Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall.” 2012. Web. 31 Mar 2020.

Vancouver:

Saez Barrios D1. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/148253.

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

Council of Science Editors:

Saez Barrios D1. Design Guidelines for Test Level 3 (TL-3) Through Test Level 5 (TL-5) Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Wall. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148253

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


Texas A&M University

23. Nouri, Hamid Reza. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.

Degree: 2013, Texas A&M University

 The emphasis of this dissertation is on using numerical and plasticity based methods to study two main areas of offshore geotechnics. The first part of… (more)

Subjects/Keywords: offshore geotechnics; plate anchors; shallow foundation; bearing capacity; offshore geohazards; submarine landslide; constitutive modelling; cyclic and monotonic loading; clays

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APA (6th Edition):

Nouri, H. R. (2013). Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149513

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):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/149513.

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

MLA Handbook (7th Edition):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Web. 31 Mar 2020.

Vancouver:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/149513.

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

Council of Science Editors:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149513

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


Texas A&M University

24. Collette, Eric Peter. Subsea Kick Detection on Floating Vessels: A Parametric Study.

Degree: 2013, Texas A&M University

 Well control in drilling operations is priority to personnel safety. Detection of kicks, or the unscheduled entry of formation fluids into the wellbore, is vital… (more)

Subjects/Keywords: Well Control; Subsea

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APA (6th Edition):

Collette, E. P. (2013). Subsea Kick Detection on Floating Vessels: A Parametric Study. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151098

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):

Collette, Eric Peter. “Subsea Kick Detection on Floating Vessels: A Parametric Study.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151098.

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

MLA Handbook (7th Edition):

Collette, Eric Peter. “Subsea Kick Detection on Floating Vessels: A Parametric Study.” 2013. Web. 31 Mar 2020.

Vancouver:

Collette EP. Subsea Kick Detection on Floating Vessels: A Parametric Study. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151098.

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

Council of Science Editors:

Collette EP. Subsea Kick Detection on Floating Vessels: A Parametric Study. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151098

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


Texas A&M University

25. Tucker, Stacey Elizabeth. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.

Degree: 2013, Texas A&M University

 As of September 2007, there were over 67,000 U.S. bridges in the National Bridge Inventory classified as having unknown foundations. The bridges spanning rivers are… (more)

Subjects/Keywords: Unknown bridge foundations; non-destructive testing; induced polarization; electrical resistivity imaging

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APA (6th Edition):

Tucker, S. E. (2013). Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151176

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):

Tucker, Stacey Elizabeth. “Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151176.

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

MLA Handbook (7th Edition):

Tucker, Stacey Elizabeth. “Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging.” 2013. Web. 31 Mar 2020.

Vancouver:

Tucker SE. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151176.

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

Council of Science Editors:

Tucker SE. Non-Destructive Testing of Subsurface Infrastructure using Induced Polarization and Electrical Resistivity Imaging. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151176

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


Texas A&M University

26. Chun, Kwang Hee. Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method.

Degree: 2013, Texas A&M University

 The effect of coupled thermo-poroelastic behavior on hydraulic fracture propagation is of much interest in geothermal- and petroleum-related geomechanics problems such as wellbore stability and… (more)

Subjects/Keywords: Hydraulic fracture propagation; Boundary element method; Thermo-poroelasticity

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APA (6th Edition):

Chun, K. H. (2013). Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151211

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):

Chun, Kwang Hee. “Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151211.

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

MLA Handbook (7th Edition):

Chun, Kwang Hee. “Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method.” 2013. Web. 31 Mar 2020.

Vancouver:

Chun KH. Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151211.

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

Council of Science Editors:

Chun KH. Thermo-Poroelastic Fracture Propagation Modeling with Displacement Discontinuity Boundary Element Method. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151211

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


Texas A&M University

27. Lu, Chunyang. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.

Degree: 2013, Texas A&M University

 Unconventional oil and gas, which is of major interest in petroleum industry, often occur in reservoirs with transversely isotropic rock properties such as shales. Overlooking… (more)

Subjects/Keywords: rock transeverse isotropy; stress distribution; pore pressure distribution; wellbore fracture

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APA (6th Edition):

Lu, C. (2013). Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151302

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):

Lu, Chunyang. “Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151302.

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

MLA Handbook (7th Edition):

Lu, Chunyang. “Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture.” 2013. Web. 31 Mar 2020.

Vancouver:

Lu C. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151302.

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

Council of Science Editors:

Lu C. Effect of Rock Transverse Isotropy on Stress Distribution and Wellbore Fracture. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151302

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


Texas A&M University

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

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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Dantal V. Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. 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

29. Akrouch, Ghassan. Energy Piles in Cooling Dominated Climates.

Degree: 2014, Texas A&M University

 Air pollution is one of the main environmental problems mankind faces in the 21^(st) century caused by to the extensive use of fossil fuels. One… (more)

Subjects/Keywords: Energy; Foundation Piles; Thermo-Mechanical; Soil; Creep; Economical Study; Unsaturated Soils; Thermal Efficiency; Shallow Geothermal Energy; Thermal Properties; In-Situ Test

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

APA (6th Edition):

Akrouch, G. (2014). Energy Piles in Cooling Dominated Climates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152552

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):

Akrouch, Ghassan. “Energy Piles in Cooling Dominated Climates.” 2014. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/152552.

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

MLA Handbook (7th Edition):

Akrouch, Ghassan. “Energy Piles in Cooling Dominated Climates.” 2014. Web. 31 Mar 2020.

Vancouver:

Akrouch G. Energy Piles in Cooling Dominated Climates. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/152552.

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

Council of Science Editors:

Akrouch G. Energy Piles in Cooling Dominated Climates. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152552

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


Texas A&M University

30. Shastri, Ajay. Advanced Coupled THM Analysis in Geomechanics.

Degree: 2014, Texas A&M University

 This dissertation is aimed at advancing current understating and modeling of problems involving the complex soils systems. A wide range of problems are tackled here… (more)

Subjects/Keywords: Coupled modeling; Frozen soils; Hydrate bearing sediments CAES modeling

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

APA (6th Edition):

Shastri, A. (2014). Advanced Coupled THM Analysis in Geomechanics. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153429

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):

Shastri, Ajay. “Advanced Coupled THM Analysis in Geomechanics.” 2014. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/153429.

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

MLA Handbook (7th Edition):

Shastri, Ajay. “Advanced Coupled THM Analysis in Geomechanics.” 2014. Web. 31 Mar 2020.

Vancouver:

Shastri A. Advanced Coupled THM Analysis in Geomechanics. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/153429.

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

Council of Science Editors:

Shastri A. Advanced Coupled THM Analysis in Geomechanics. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153429

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

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