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You searched for +publisher:"Texas A&M University" +contributor:("Aubeny, Charles P"). Showing records 1 – 17 of 17 total matches.

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Texas A&M University

1. 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 November 14, 2019. 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. 14 Nov 2019.

Vancouver:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Nov 14]. 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

2. 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 November 14, 2019. 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. 14 Nov 2019.

Vancouver:

Raghavendra DV. Performance of Plate Anchors. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Nov 14]. 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

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

Degree: 2017, Texas A&M University

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

Subjects/Keywords: suction caisson

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

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

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 2010, Texas A&M University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

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

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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


Texas A&M University

5. 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 November 14, 2019. 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. 14 Nov 2019.

Vancouver:

Zhang Y. Probabilistic Calibration of a Discrete Particle Model. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Nov 14]. 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

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

Degree: 2013, Texas A&M University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

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

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505

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):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

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

MLA Handbook (7th Edition):

Sahin, Hakan. “Characterization of Expansive Soil For Retaining Wall Design.” 2012. Web. 14 Nov 2019.

Vancouver:

Sahin H. Characterization of Expansive Soil For Retaining Wall Design. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10505.

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 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 (6th Edition):

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

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):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/85916.

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

MLA Handbook (7th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Web. 14 Nov 2019.

Vancouver:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/85916.

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

Council of Science Editors:

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

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


Texas A&M University

9. 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 November 14, 2019. http://hdl.handle.net/1969.1/174239.

MLA Handbook (7th Edition):

Paradis, Kyle Oneil. “Improved Well Cost Estimation Through Uncertainty Quantification.” 2016. Web. 14 Nov 2019.

Vancouver:

Paradis KO. Improved Well Cost Estimation Through Uncertainty Quantification. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Nov 14]. 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


Texas A&M University

10. 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 November 14, 2019. 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. 14 Nov 2019.

Vancouver:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2019 Nov 14]. 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

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

Degree: 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

Page 1 Page 2 Page 3 Page 4 Page 5

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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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095

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):

Drake, Aaron C. “Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading.” 2011. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095.

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

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. 14 Nov 2019.

Vancouver:

Drake AC. Experimental Modeling and Laboratory Measurements of Drag Embedment Anchors Subjected to In-Plane and Out-Of-Plane Loading. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-10095.

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

Council of Science Editors:

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

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

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3346

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):

Mir Rajabi, Mehdi. “The deep water gas charged accumulator and its possible replacements.” 2006. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/3346.

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

MLA Handbook (7th Edition):

Mir Rajabi, Mehdi. “The deep water gas charged accumulator and its possible replacements.” 2006. Web. 14 Nov 2019.

Vancouver:

Mir Rajabi M. The deep water gas charged accumulator and its possible replacements. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/3346.

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

Council of Science Editors:

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

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

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152697

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):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/152697.

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

MLA Handbook (7th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Web. 14 Nov 2019.

Vancouver:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/152697.

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

Council of Science Editors:

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

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

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157068

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 D. “Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications.” 2016. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/157068.

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 D. “Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications.” 2016. Web. 14 Nov 2019.

Vancouver:

Beemer RD. Experimental Studies of Squat Gravity Caissons and Monopiles for Offshore Applications. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/157068.

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

Council of Science Editors:

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

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

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

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

APA (6th Edition):

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

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):

Fang, Maopeng. “Structural Response Evaluation Using Non-Uniform Sensor Arrays.” 2013. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/151713.

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

MLA Handbook (7th Edition):

Fang, Maopeng. “Structural Response Evaluation Using Non-Uniform Sensor Arrays.” 2013. Web. 14 Nov 2019.

Vancouver:

Fang M. Structural Response Evaluation Using Non-Uniform Sensor Arrays. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/151713.

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2555

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

Chicago Manual of Style (16th Edition):

Shi, Han. “Numerical simulations and predictive models of undrained penetration in soft soils.” 2005. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/2555.

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

MLA Handbook (7th Edition):

Shi, Han. “Numerical simulations and predictive models of undrained penetration in soft soils.” 2005. Web. 14 Nov 2019.

Vancouver:

Shi H. Numerical simulations and predictive models of undrained penetration in soft soils. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/2555.

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

Council of Science Editors:

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

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


Texas A&M University

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1361

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):

Mun, Byoung-Jae. “Unsaturated soil behavior under monotonic and cyclic stress states.” 2005. Thesis, Texas A&M University. Accessed November 14, 2019. http://hdl.handle.net/1969.1/1361.

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

MLA Handbook (7th Edition):

Mun, Byoung-Jae. “Unsaturated soil behavior under monotonic and cyclic stress states.” 2005. Web. 14 Nov 2019.

Vancouver:

Mun B. Unsaturated soil behavior under monotonic and cyclic stress states. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Nov 14]. Available from: http://hdl.handle.net/1969.1/1361.

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

Council of Science Editors:

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

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

.