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You searched for +publisher:"Texas A&M University" +contributor:("Aubeny, Charles P"). Showing records 1 – 19 of 19 total matches.

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Texas A&M University

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110

Chicago Manual of Style (16th Edition):

Zhang, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

MLA Handbook (7th Edition):

Zhang, Yanbei. “Probabilistic Calibration of a Discrete Particle Model.” 2011. Web. 18 Sep 2020.

Vancouver:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8110.

Council of Science Editors:

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


Texas A&M University

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/159061

Chicago Manual of Style (16th Edition):

Raghavendra, Dhanvi Vengre. “Performance of Plate Anchors.” 2016. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/159061.

MLA Handbook (7th Edition):

Raghavendra, Dhanvi Vengre. “Performance of Plate Anchors.” 2016. Web. 18 Sep 2020.

Vancouver:

Raghavendra DV. Performance of Plate Anchors. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/159061.

Council of Science Editors:

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


Texas A&M University

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

Degree: PhD, Civil Engineering, 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. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151797

Chicago Manual of Style (16th Edition):

Dantal, Vishal. “Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls.” 2013. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/151797.

MLA Handbook (7th Edition):

Dantal, Vishal. “Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls.” 2013. Web. 18 Sep 2020.

Vancouver:

Dantal V. Material Characterization and Design Recommendations for Mechanically Stabilized Earth Retaining Walls. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/151797.

Council of Science Editors:

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


Texas A&M University

4. 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 September 18, 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. 18 Sep 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 Sep 18]. 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

5. Grajales Saavedra, Francisco Javier. Lateral Capacity of Piles and Caissons in Cohesive Soils.

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

 Upper bound plastic limit analysis (PLA) solutions have been widely used to assess maximum capacity of laterally loaded piles and caissons. However, for the specific… (more)

Subjects/Keywords: Piles; Caissons; Foundations; Anchors; Offshore; Wind; Finite Element Method; Plastic Limit Analysis; Crust; Setup; Stratified Soils

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APA (6th Edition):

Grajales Saavedra, F. J. (2017). Lateral Capacity of Piles and Caissons in Cohesive Soils. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187185

Chicago Manual of Style (16th Edition):

Grajales Saavedra, Francisco Javier. “Lateral Capacity of Piles and Caissons in Cohesive Soils.” 2017. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/187185.

MLA Handbook (7th Edition):

Grajales Saavedra, Francisco Javier. “Lateral Capacity of Piles and Caissons in Cohesive Soils.” 2017. Web. 18 Sep 2020.

Vancouver:

Grajales Saavedra FJ. Lateral Capacity of Piles and Caissons in Cohesive Soils. [Internet] [Doctoral dissertation]. Texas A&M University; 2017. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/187185.

Council of Science Editors:

Grajales Saavedra FJ. Lateral Capacity of Piles and Caissons in Cohesive Soils. [Doctoral Dissertation]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/187185


Texas A&M University

6. Sahin, Hakan. Characterization of Expansive Soil For Retaining Wall Design.

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

 The current design procedure for cantilever structures on spread footings in the Texas Department of Transportation (TxDOT) is based on horizontal pressure that is calculated… (more)

Subjects/Keywords: expansive soil; retaining wall; soil water characteristic curve (SWCC)

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APA (6th Edition):

Sahin, H. (2012). Characterization of Expansive Soil For Retaining Wall Design. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505

Chicago Manual of Style (16th Edition):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

MLA Handbook (7th Edition):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Web. 18 Sep 2020.

Vancouver:

Sahin H. Characterization of Expansive Soil For Retaining Wall Design. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

Council of Science Editors:

Sahin H. Characterization of Expansive Soil For Retaining Wall Design. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505


Texas A&M University

7. Paradis, Kyle Oneil. Improved Well Cost Estimation Through Uncertainty Quantification.

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

 The study was initiated to develop more accurate well cost estimations for drilling and completion Authorization for Expenditures (AFE). Specifically, a privately funded company (Company… (more)

Subjects/Keywords: uncertainty quantification; well cost estimation

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APA (6th Edition):

Paradis, K. O. (2016). Improved Well Cost Estimation Through Uncertainty Quantification. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174239

Chicago Manual of Style (16th Edition):

Paradis, Kyle Oneil. “Improved Well Cost Estimation Through Uncertainty Quantification.” 2016. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/174239.

MLA Handbook (7th Edition):

Paradis, Kyle Oneil. “Improved Well Cost Estimation Through Uncertainty Quantification.” 2016. Web. 18 Sep 2020.

Vancouver:

Paradis KO. Improved Well Cost Estimation Through Uncertainty Quantification. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/174239.

Council of Science Editors:

Paradis KO. Improved Well Cost Estimation Through Uncertainty Quantification. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/174239

8. Drake, Aaron C. Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading.

Degree: MS, Ocean Engineering, 2011, Texas A&M University

 Extreme hurricane events of the past decade are responsible for several drag embedment anchor (DEA) mooring failures of mobile offshore drilling platforms stationed within the… (more)

Subjects/Keywords: drag embedment anchors; DEA; model testing; In plane loading; out of plane loading; breakout

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APA (6th Edition):

Drake, A. C. (2011). Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095

Chicago Manual of Style (16th Edition):

Drake, Aaron C. “Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading.” 2011. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095.

MLA Handbook (7th Edition):

Drake, Aaron C. “Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading.” 2011. Web. 18 Sep 2020.

Vancouver:

Drake AC. Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095.

Council of Science Editors:

Drake AC. Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161528

Chicago Manual of Style (16th Edition):

Liu, Chuhao. “Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons.” 2017. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/161528.

MLA Handbook (7th Edition):

Liu, Chuhao. “Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons.” 2017. Web. 18 Sep 2020.

Vancouver:

Liu C. Effect of Elastic Deformations on the Capacity of Laterally Loaded Caissons. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/161528.

Council of Science Editors:

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

10. Beemer, Ryan D. Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications.

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

 This dissertation presents initial results from geotechnical centrifuge experiments on squat gravity caissons and monopiles under cyclic eccentric loading in soft clay under undrained conditions.… (more)

Subjects/Keywords: Caisson; Monopile; Eccentric; Rotational; MEMS; Accelerometer; Centrifuge; Geotechnical

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APA (6th Edition):

Beemer, R. D. (2016). Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157068

Chicago Manual of Style (16th Edition):

Beemer, Ryan D. “Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications.” 2016. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/157068.

MLA Handbook (7th Edition):

Beemer, Ryan D. “Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications.” 2016. Web. 18 Sep 2020.

Vancouver:

Beemer RD. Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications. [Internet] [Doctoral dissertation]. Texas A&M University; 2016. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/157068.

Council of Science Editors:

Beemer RD. Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications. [Doctoral Dissertation]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157068

11. Ilupeju, Olusola Ayandire. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 As oil exploration projects move further into deep and ultra-deep waters, where severe environmental conditions persist, having safe and functional structures, at optimal cost, by… (more)

Subjects/Keywords: Soil-Spring; Soil resistance; Deflection; Cyclic load; Secant stiffness; Damping ratio; Lateral Loads

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APA (6th Edition):

Ilupeju, O. A. (2014). Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152697

Chicago Manual of Style (16th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/152697.

MLA Handbook (7th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Web. 18 Sep 2020.

Vancouver:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/152697.

Council of Science Editors:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152697

12. Mir Rajabi, Mehdi. The deep water gas charged accumulator and its possible replacements.

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

 Blowout preventers are designed to shut in a well under pressure so that formation fluids that have moved into the wellbore can be contained and… (more)

Subjects/Keywords: accumulator

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APA (6th Edition):

Mir Rajabi, M. (2006). The deep water gas charged accumulator and its possible replacements. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3346

Chicago Manual of Style (16th Edition):

Mir Rajabi, Mehdi. “The deep water gas charged accumulator and its possible replacements.” 2006. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/3346.

MLA Handbook (7th Edition):

Mir Rajabi, Mehdi. “The deep water gas charged accumulator and its possible replacements.” 2006. Web. 18 Sep 2020.

Vancouver:

Mir Rajabi M. The deep water gas charged accumulator and its possible replacements. [Internet] [Masters thesis]. Texas A&M University; 2006. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/3346.

Council of Science Editors:

Mir Rajabi M. The deep water gas charged accumulator and its possible replacements. [Masters Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3346

13. Al Hakeem, Nabil M. Ali Hameed. FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 As offshore energy and other development extend to deeper waters, conventional platforms are increasingly being replaced by floating facilities. Also, up to 60 percent of… (more)

Subjects/Keywords: Plate Anchor; Sand; Keying process; Large deformation finite element analysis

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APA (6th Edition):

Al Hakeem, N. M. A. H. (2019). FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/186938

Chicago Manual of Style (16th Edition):

Al Hakeem, Nabil M Ali Hameed. “FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND.” 2019. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/186938.

MLA Handbook (7th Edition):

Al Hakeem, Nabil M Ali Hameed. “FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND.” 2019. Web. 18 Sep 2020.

Vancouver:

Al Hakeem NMAH. FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/186938.

Council of Science Editors:

Al Hakeem NMAH. FINITE ELEMENT INVESTIGATION INTO THE PERFORMANCE OF EMBEDDED PLATE ANCHORS IN SAND. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/186938

14. Fang, Maopeng. Structural Response Evaluation Using Non-Uniform Sensor Arrays.

Degree: PhD, Ocean Engineering, 2013, Texas A&M University

 Sensor arrays strategically deployed on various offshore structures may provide valuable information in addressing issues related to the complex dynamic response behavior due to varying… (more)

Subjects/Keywords: Sensor optimization; flow-induced vibration; ice mechanics; modal recognition; damage detection; genetic algorithm

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APA (6th Edition):

Fang, M. (2013). Structural Response Evaluation Using Non-Uniform Sensor Arrays. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151713

Chicago Manual of Style (16th Edition):

Fang, Maopeng. “Structural Response Evaluation Using Non-Uniform Sensor Arrays.” 2013. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/151713.

MLA Handbook (7th Edition):

Fang, Maopeng. “Structural Response Evaluation Using Non-Uniform Sensor Arrays.” 2013. Web. 18 Sep 2020.

Vancouver:

Fang M. Structural Response Evaluation Using Non-Uniform Sensor Arrays. [Internet] [Doctoral dissertation]. Texas A&M University; 2013. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/151713.

Council of Science Editors:

Fang M. Structural Response Evaluation Using Non-Uniform Sensor Arrays. [Doctoral Dissertation]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151713

15. Al-Ramthan, Ahmed Qasim Obaid. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 The nonlinear cyclic behavior of a soil-structure system has a significant influence on the mechanical response of this system. The cyclic response of soil-structure system… (more)

Subjects/Keywords: Plasticity; Kinematic hardening model; Bounding surface model; Cyclic loading; Inclined loading; Lateral loading; Offshore structures; Wind turbines; Caisson; Pile; Anchor; Mooring line; Single-line; Multiline; Sheet pile wall; Retaining wall; Railroads; Cumulative displacements; Wall displacements; P-y curve; Cyclic backbone; Soil spring; Lateral soil pressure; Finite element analysis; Asymmetric Fourier elements; ABAQUS; UEL subroutine; MATLAB; Cohesive soil; Nonlinear cyclic behavior; Soil-structure system; Von Mises failure criterion.

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APA (6th Edition):

Al-Ramthan, A. Q. O. (2019). Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185013

Chicago Manual of Style (16th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/185013.

MLA Handbook (7th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Web. 18 Sep 2020.

Vancouver:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/185013.

Council of Science Editors:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185013


Texas A&M University

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

Degree: MS, Civil Engineering, 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. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468

Chicago Manual of Style (16th Edition):

Dantal, Vishal S. “Wireless Monitoring of Railway Embankments.” 2010. Masters Thesis, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468.

MLA Handbook (7th Edition):

Dantal, Vishal S. “Wireless Monitoring of Railway Embankments.” 2010. Web. 18 Sep 2020.

Vancouver:

Dantal VS. Wireless Monitoring of Railway Embankments. [Internet] [Masters thesis]. Texas A&M University; 2010. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7468.

Council of Science Editors:

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


Texas A&M University

17. Hong, Gyeong Taek. Earth pressures and deformations in civil infrastructure in expansive soils.

Degree: PhD, Civil Engineering, 2008, Texas A&M University

 This dissertation includes the three major parts of the study: volume change, and lateral earth pressure due to suction change in expansive clay soils, and… (more)

Subjects/Keywords: Expansive Soils; Lateral earth pressure

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

APA (6th Edition):

Hong, G. T. (2008). Earth pressures and deformations in civil infrastructure in expansive soils. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/85916

Chicago Manual of Style (16th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/85916.

MLA Handbook (7th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Web. 18 Sep 2020.

Vancouver:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Internet] [Doctoral dissertation]. Texas A&M University; 2008. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/85916.

Council of Science Editors:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Doctoral Dissertation]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/85916


Texas A&M University

18. Mun, Byoung-Jae. Unsaturated soil behavior under monotonic and cyclic stress states.

Degree: PhD, Civil Engineering, 2005, Texas A&M University

 The objectives of this dissertation are to measure and calculate surface free energies of soil particles, to understand the mechanical behavior of unsaturated silty sand… (more)

Subjects/Keywords: Unsaturated Soil; Triaxial Test; Critical State Model; Axis Translation Technique; Particle Model; Universal Sorption Device

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

APA (6th Edition):

Mun, B. (2005). Unsaturated soil behavior under monotonic and cyclic stress states. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1361

Chicago Manual of Style (16th Edition):

Mun, Byoung-Jae. “Unsaturated soil behavior under monotonic and cyclic stress states.” 2005. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/1361.

MLA Handbook (7th Edition):

Mun, Byoung-Jae. “Unsaturated soil behavior under monotonic and cyclic stress states.” 2005. Web. 18 Sep 2020.

Vancouver:

Mun B. Unsaturated soil behavior under monotonic and cyclic stress states. [Internet] [Doctoral dissertation]. Texas A&M University; 2005. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/1361.

Council of Science Editors:

Mun B. Unsaturated soil behavior under monotonic and cyclic stress states. [Doctoral Dissertation]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/1361


Texas A&M University

19. Shi, Han. Numerical simulations and predictive models of undrained penetration in soft soils.

Degree: PhD, Civil Engineering, 2005, Texas A&M University

 There are two aspects in this study: cylinder penetrations and XBP (Expendable Bottom Penetrometer) interpretations. The cylinder studies firstly investigate the relationship between the soil… (more)

Subjects/Keywords: cylinder penetration; strength characterization; strain rate

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

APA (6th Edition):

Shi, H. (2005). Numerical simulations and predictive models of undrained penetration in soft soils. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2555

Chicago Manual of Style (16th Edition):

Shi, Han. “Numerical simulations and predictive models of undrained penetration in soft soils.” 2005. Doctoral Dissertation, Texas A&M University. Accessed September 18, 2020. http://hdl.handle.net/1969.1/2555.

MLA Handbook (7th Edition):

Shi, Han. “Numerical simulations and predictive models of undrained penetration in soft soils.” 2005. Web. 18 Sep 2020.

Vancouver:

Shi H. Numerical simulations and predictive models of undrained penetration in soft soils. [Internet] [Doctoral dissertation]. Texas A&M University; 2005. [cited 2020 Sep 18]. Available from: http://hdl.handle.net/1969.1/2555.

Council of Science Editors:

Shi H. Numerical simulations and predictive models of undrained penetration in soft soils. [Doctoral Dissertation]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2555

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