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You searched for +publisher:"Texas A&M University" +contributor:("Briaud, Jean-Louis"). Showing records 1 – 30 of 47 total matches.

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Texas A&M University

1. Bolduc, Laura Christine. Probabilistic models and reliability analysis of scour depth around bridge piers.

Degree: 2009, Texas A&M University

 Scour at a bridge pier is the formation of a hole around the pier due to the erosion of soil by flowing water; this hole… (more)

Subjects/Keywords: Scour; Probability

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APA (6th Edition):

Bolduc, L. C. (2009). Probabilistic models and reliability analysis of scour depth around bridge piers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1764

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):

Bolduc, Laura Christine. “Probabilistic models and reliability analysis of scour depth around bridge piers.” 2009. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-1764.

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

MLA Handbook (7th Edition):

Bolduc, Laura Christine. “Probabilistic models and reliability analysis of scour depth around bridge piers.” 2009. Web. 19 Jan 2020.

Vancouver:

Bolduc LC. Probabilistic models and reliability analysis of scour depth around bridge piers. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1764.

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

Council of Science Editors:

Bolduc LC. Probabilistic models and reliability analysis of scour depth around bridge piers. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1764

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


Texas A&M University

2. Bernhardt, Michelle Lee. 2008 Midwest Levee Failure: Erosion Studies.

Degree: 2011, Texas A&M University

 The United States contains an estimated 100,000 miles (160000 km) of levees in which erosion related issues are the top priorities. Proper documentation of overtopping… (more)

Subjects/Keywords: Erosion; Erosion Function Apparatus; Levee; Midwest Levees; Vegetative cover; Pocket Erodometer Test

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APA (6th Edition):

Bernhardt, M. L. (2011). 2008 Midwest Levee Failure: Erosion Studies. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7423

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):

Bernhardt, Michelle Lee. “2008 Midwest Levee Failure: Erosion Studies.” 2011. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7423.

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

MLA Handbook (7th Edition):

Bernhardt, Michelle Lee. “2008 Midwest Levee Failure: Erosion Studies.” 2011. Web. 19 Jan 2020.

Vancouver:

Bernhardt ML. 2008 Midwest Levee Failure: Erosion Studies. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7423.

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

Council of Science Editors:

Bernhardt ML. 2008 Midwest Levee Failure: Erosion Studies. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7423

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


Texas A&M University

3. 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 January 19, 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. 19 Jan 2020.

Vancouver:

Nicks JE. The Bump at the End of the Railway Bridge. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Jan 19]. 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

4. Park, Jun Kyung. Adaptive Reliability Analysis of Excavation Problems.

Degree: 2012, Texas A&M University

 Excavation activities like open cutting and tunneling work may cause ground movements. Many of these activities are performed in urban areas where many structures and… (more)

Subjects/Keywords: Excavation; Bayesian analysis; Empirical equations; Reliability Analysis; Underground construction; Tunnel

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APA (6th Edition):

Park, J. K. (2012). Adaptive Reliability Analysis of Excavation Problems. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-9770

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):

Park, Jun Kyung. “Adaptive Reliability Analysis of Excavation Problems.” 2012. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-9770.

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

MLA Handbook (7th Edition):

Park, Jun Kyung. “Adaptive Reliability Analysis of Excavation Problems.” 2012. Web. 19 Jan 2020.

Vancouver:

Park JK. Adaptive Reliability Analysis of Excavation Problems. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-9770.

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

Council of Science Editors:

Park JK. Adaptive Reliability Analysis of Excavation Problems. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-08-9770

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


Texas A&M University

5. Kulkarni, Renu Uday. A potential technique to determine the unsaturated soil shear strength parameter.

Degree: 2008, Texas A&M University

 The shear strength behavior of unsaturated soils is a complex phenomenon. The major factors that lead to the complex behavior are grain size, natural alteration… (more)

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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APA (6th Edition):

Kulkarni, R. U. (2008). A potential technique to determine the unsaturated soil shear strength parameter. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/86016

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):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/86016.

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

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 19 Jan 2020.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/86016.

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

Council of Science Editors:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/86016

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


Texas A&M University

6. 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 January 19, 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. 19 Jan 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 Jan 19]. 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

7. 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 January 19, 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. 19 Jan 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 Jan 19]. 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

8. Montalvo Bartolomei, Axel M. Observation Method to Predict Meander Migration and Vertical Degradation of Rivers.

Degree: 2014, Texas A&M University

 Meander migration and vertical degradation of river bed are processes that have been studied for years. These two erosion controlled processes consist of the gradual… (more)

Subjects/Keywords: River; Meander Migration; Vertical Degradation; Case Histories; Prediction; Observation Method

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APA (6th Edition):

Montalvo Bartolomei, A. M. (2014). Observation Method to Predict Meander Migration and Vertical Degradation of Rivers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152490

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):

Montalvo Bartolomei, Axel M. “Observation Method to Predict Meander Migration and Vertical Degradation of Rivers.” 2014. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/152490.

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

MLA Handbook (7th Edition):

Montalvo Bartolomei, Axel M. “Observation Method to Predict Meander Migration and Vertical Degradation of Rivers.” 2014. Web. 19 Jan 2020.

Vancouver:

Montalvo Bartolomei AM. Observation Method to Predict Meander Migration and Vertical Degradation of Rivers. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/152490.

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

Council of Science Editors:

Montalvo Bartolomei AM. Observation Method to Predict Meander Migration and Vertical Degradation of Rivers. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152490

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


Texas A&M University

9. 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 (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 January 19, 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. 19 Jan 2020.

Vancouver:

Akrouch G. Energy Piles in Cooling Dominated Climates. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Jan 19]. 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

10. 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 (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 January 19, 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. 19 Jan 2020.

Vancouver:

Shastri A. Advanced Coupled THM Analysis in Geomechanics. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Jan 19]. 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


Texas A&M University

11. Aghahadi Forooshani, Mohammad. Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall.

Degree: 2014, Texas A&M University

 Drilled shafts under horizontal loads are being constructed within Mechanically Stabled Earth (MSE) walls in the reinforced zone especially in overpass bridges and traffic signs.… (more)

Subjects/Keywords: MSE wall; Drilled shaft; Interaction; Metal strips; Retaining wall

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APA (6th Edition):

Aghahadi Forooshani, M. (2014). Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153846

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):

Aghahadi Forooshani, Mohammad. “Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall.” 2014. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/153846.

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

MLA Handbook (7th Edition):

Aghahadi Forooshani, Mohammad. “Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall.” 2014. Web. 19 Jan 2020.

Vancouver:

Aghahadi Forooshani M. Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/153846.

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

Council of Science Editors:

Aghahadi Forooshani M. Interaction between Drilled Shaft and Mechanically Stabilized Earth (MSE) Wall. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153846

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


Texas A&M University

12. Mahdavi Kharanaghi, Mohsen. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 An aspect of particular concern in the soil nail wall manual and construction guideline, Geotechnical Engineering Circular No. 7 on Soil Nail Walls, is the… (more)

Subjects/Keywords: Soil Nail Wall; Creep; High Plasticity Clay

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APA (6th Edition):

Mahdavi Kharanaghi, M. (2015). Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156371

Chicago Manual of Style (16th Edition):

Mahdavi Kharanaghi, Mohsen. “Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.” 2015. Doctoral Dissertation, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/156371.

MLA Handbook (7th Edition):

Mahdavi Kharanaghi, Mohsen. “Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil.” 2015. Web. 19 Jan 2020.

Vancouver:

Mahdavi Kharanaghi M. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/156371.

Council of Science Editors:

Mahdavi Kharanaghi M. Creep Behavior of Soil Nail Wall in High Plasticity Index (PI) Soil. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156371


Texas A&M University

13. Bi, Gang. A Power Law Model for Time Dependent Behavior of Soils.

Degree: 2015, Texas A&M University

 The research focuses on a difference between Federal Highway Administration (FHWA) guidelines and Texas Department of Transportation (TxDOT) design practices for soil nail walls in… (more)

Subjects/Keywords: Power Law Model; Creep; N value; High PI clay; Low PI clay; sand

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APA (6th Edition):

Bi, G. (2015). A Power Law Model for Time Dependent Behavior of Soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156366

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):

Bi, Gang. “A Power Law Model for Time Dependent Behavior of Soils.” 2015. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/156366.

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

MLA Handbook (7th Edition):

Bi, Gang. “A Power Law Model for Time Dependent Behavior of Soils.” 2015. Web. 19 Jan 2020.

Vancouver:

Bi G. A Power Law Model for Time Dependent Behavior of Soils. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/156366.

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

Council of Science Editors:

Bi G. A Power Law Model for Time Dependent Behavior of Soils. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156366

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


Texas A&M University

14. Asadollahipajouh, Mojdeh. Experimental and Numerical Investigation of Impact Loads on a Group of Piles.

Degree: 2015, Texas A&M University

 Groups of in-line piles connected by beams are being used to contain errant vehicles for perimeter protection of infrastructures. Moreover, piles can be used as… (more)

Subjects/Keywords: Full-Scale Tests; Numerical Modeling; LS-DYNA; Group Piles; Impact Loading; Crash Analysis

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APA (6th Edition):

Asadollahipajouh, M. (2015). Experimental and Numerical Investigation of Impact Loads on a Group of Piles. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156459

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):

Asadollahipajouh, Mojdeh. “Experimental and Numerical Investigation of Impact Loads on a Group of Piles.” 2015. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/156459.

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

MLA Handbook (7th Edition):

Asadollahipajouh, Mojdeh. “Experimental and Numerical Investigation of Impact Loads on a Group of Piles.” 2015. Web. 19 Jan 2020.

Vancouver:

Asadollahipajouh M. Experimental and Numerical Investigation of Impact Loads on a Group of Piles. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/156459.

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

Council of Science Editors:

Asadollahipajouh M. Experimental and Numerical Investigation of Impact Loads on a Group of Piles. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156459

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


Texas A&M University

15. Kamath, Abhijith Chandrakaran. An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays.

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

 The use of soil nails for earth retaining structures have increased tremendously. Since soil nail walls are now considered as permanent structures there is a… (more)

Subjects/Keywords: creep; soil nail

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APA (6th Edition):

Kamath, A. C. (2016). An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157984

Chicago Manual of Style (16th Edition):

Kamath, Abhijith Chandrakaran. “An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays.” 2016. Masters Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/157984.

MLA Handbook (7th Edition):

Kamath, Abhijith Chandrakaran. “An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays.” 2016. Web. 19 Jan 2020.

Vancouver:

Kamath AC. An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/157984.

Council of Science Editors:

Kamath AC. An Experimental and Numerical Study on Creep Behavior of Soil Nail Walls in High Plasticity Clays. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157984


Texas A&M University

16. Stanford, Charles Edward. Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment.

Degree: MS, Geophysics, 2017, Texas A&M University

 From its discovery in 1921, the Odessa Meteorite Crater has interested researchers and mining companies who had initially hoped to locate a buried mass of… (more)

Subjects/Keywords: ERT; GPR; Resistivity; Ground Penetrating Radar; Geophysics; Meteorite; Crater

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APA (6th Edition):

Stanford, C. E. (2017). Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/166101

Chicago Manual of Style (16th Edition):

Stanford, Charles Edward. “Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment.” 2017. Masters Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/166101.

MLA Handbook (7th Edition):

Stanford, Charles Edward. “Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment.” 2017. Web. 19 Jan 2020.

Vancouver:

Stanford CE. Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/166101.

Council of Science Editors:

Stanford CE. Structural Investigation of the Odessa Meteorite Crater Using High Resolution Geophysics in a Complex Environment. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/166101


Texas A&M University

17. Park, Namgyu. A prediction of meander migration based on large-scale flume tests in clay.

Degree: 2009, Texas A&M University

 Meander migration is a complex and dynamic process of the lateral movement of a river due to erosion on one bank and deposition on the… (more)

Subjects/Keywords: Meander Migration; Flume Test; Risk Analysis; Prediction; Soil Erosion; Clay

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

APA (6th Edition):

Park, N. (2009). A prediction of meander migration based on large-scale flume tests in clay. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2479

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):

Park, Namgyu. “A prediction of meander migration based on large-scale flume tests in clay.” 2009. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2479.

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

MLA Handbook (7th Edition):

Park, Namgyu. “A prediction of meander migration based on large-scale flume tests in clay.” 2009. Web. 19 Jan 2020.

Vancouver:

Park N. A prediction of meander migration based on large-scale flume tests in clay. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2479.

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

Council of Science Editors:

Park N. A prediction of meander migration based on large-scale flume tests in clay. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2479

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


Texas A&M University

18. Yeh, Po Hung. Channel Meander Migration in Large-Scale Physical Model Study.

Degree: 2010, Texas A&M University

 A set of large-scale laboratory experiments were conducted to study channel meander migration. Factors affecting the migration of banklines, including the ratio of curvature to… (more)

Subjects/Keywords: Channel Meander; Meander Migration; Talweg; Secondary Flow; Scour

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APA (6th Edition):

Yeh, P. H. (2010). Channel Meander Migration in Large-Scale Physical Model Study. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7215

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):

Yeh, Po Hung. “Channel Meander Migration in Large-Scale Physical Model Study.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7215.

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

MLA Handbook (7th Edition):

Yeh, Po Hung. “Channel Meander Migration in Large-Scale Physical Model Study.” 2010. Web. 19 Jan 2020.

Vancouver:

Yeh PH. Channel Meander Migration in Large-Scale Physical Model Study. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7215.

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

Council of Science Editors:

Yeh PH. Channel Meander Migration in Large-Scale Physical Model Study. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7215

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


Texas A&M University

19. Oh, Seung Jae. Experimental Study of Bridge Scour in Cohesive Soil.

Degree: 2011, Texas A&M University

 The bridge scour depths in cohesive soil have been predicted using the scour equations developed for cohesionless soils due to scarce of studies about cohesive… (more)

Subjects/Keywords: pier scour; contraction scour; abutment scour; cohesive soil; cohesionless soil; scour rate; maximum scour depth

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APA (6th Edition):

Oh, S. J. (2011). Experimental Study of Bridge Scour in Cohesive Soil. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7261

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):

Oh, Seung Jae. “Experimental Study of Bridge Scour in Cohesive Soil.” 2011. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7261.

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

MLA Handbook (7th Edition):

Oh, Seung Jae. “Experimental Study of Bridge Scour in Cohesive Soil.” 2011. Web. 19 Jan 2020.

Vancouver:

Oh SJ. Experimental Study of Bridge Scour in Cohesive Soil. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7261.

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

Council of Science Editors:

Oh SJ. Experimental Study of Bridge Scour in Cohesive Soil. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7261

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


Texas A&M University

20. Sassen, Douglas Spencer. GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques.

Degree: 2011, Texas A&M University

 The presence of fractures, joints and karst features within rock strongly influence the hydraulic and mechanical behavior of a rock mass, and there is a… (more)

Subjects/Keywords: Ground Penetrating Radar; GPR; Hydrogeology; ecohydrology; unsupervised learning; inverse modeling; image enhancement; data mining; coherency; fractures; karst

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APA (6th Edition):

Sassen, D. S. (2011). GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7307

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):

Sassen, Douglas Spencer. “GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques.” 2011. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7307.

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

MLA Handbook (7th Edition):

Sassen, Douglas Spencer. “GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques.” 2011. Web. 19 Jan 2020.

Vancouver:

Sassen DS. GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7307.

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

Council of Science Editors:

Sassen DS. GPR Method for the Detection and Characterization of Fractures and Karst Features: Polarimetry, Attribute Extraction, Inverse Modeling and Data Mining Techniques. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7307

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


Texas A&M University

21. Udphuay, Suwimon. 3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France.

Degree: 2010, Texas A&M University

 Pointe du Hoc overlooking the English Channel in Normandy, France was host to one of the most important military engagements of World War II. While… (more)

Subjects/Keywords: 3-D resistivity; resistivity tomography; near-surface geophysics; carbonate resistivity

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APA (6th Edition):

Udphuay, S. (2010). 3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-155

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):

Udphuay, Suwimon. “3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-155.

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

MLA Handbook (7th Edition):

Udphuay, Suwimon. “3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France.” 2010. Web. 19 Jan 2020.

Vancouver:

Udphuay S. 3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-155.

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

Council of Science Editors:

Udphuay S. 3-D Electrical Resistivity Tomography for Cliff Stability Assessment at Pointe du Hoc in Normandy, France. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-155

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


Texas A&M University

22. Chen, Xingnian. Numerical Study of Abutment Scour in Cohesive Soils.

Degree: 2010, Texas A&M University

 This research is part of the extension of the SRICOS-EFA method for predicting the maximum scour depth history around the bridge abutment. The basic objective… (more)

Subjects/Keywords: Numerical; Scour; Abutment; Cohesive Soils; Bed shear stress; Overtopping flow; Bend channel

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APA (6th Edition):

Chen, X. (2010). Numerical Study of Abutment Scour in Cohesive Soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-225

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

Chicago Manual of Style (16th Edition):

Chen, Xingnian. “Numerical Study of Abutment Scour in Cohesive Soils.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-225.

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

MLA Handbook (7th Edition):

Chen, Xingnian. “Numerical Study of Abutment Scour in Cohesive Soils.” 2010. Web. 19 Jan 2020.

Vancouver:

Chen X. Numerical Study of Abutment Scour in Cohesive Soils. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-225.

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

Council of Science Editors:

Chen X. Numerical Study of Abutment Scour in Cohesive Soils. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-225

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


Texas A&M University

23. Kim, Kang. Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls.

Degree: 2010, Texas A&M University

 Millions of square feet of mechanically stabilized earth retaining wall are constructed annually in the United States. When used in highway fill applications in conjunction… (more)

Subjects/Keywords: Roadside Barrier; MSE Wall; Crash Test; AASHTO LRFD

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APA (6th Edition):

Kim, K. (2010). Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-754

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):

Kim, Kang. “Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-754.

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

MLA Handbook (7th Edition):

Kim, Kang. “Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls.” 2010. Web. 19 Jan 2020.

Vancouver:

Kim K. Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-754.

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

Council of Science Editors:

Kim K. Design of Roadside Barrier Systems Placed on Mechanically Stabilized Earth (MSE) Retaining Walls. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-754

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


Texas A&M University

24. Israel Devadason, Benjamin Praisy. Contraction scour in compound channels with cohesive soil beds.

Degree: 2009, Texas A&M University

 Bridge scour, which is the removal of bed materials from near the bridge foundations, is observed to be the most predominant cause of bridge failures… (more)

Subjects/Keywords: Contraction Scour; Cohesive Soil Scour

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APA (6th Edition):

Israel Devadason, B. P. (2009). Contraction scour in compound channels with cohesive soil beds. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2045

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):

Israel Devadason, Benjamin Praisy. “Contraction scour in compound channels with cohesive soil beds.” 2009. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2045.

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

MLA Handbook (7th Edition):

Israel Devadason, Benjamin Praisy. “Contraction scour in compound channels with cohesive soil beds.” 2009. Web. 19 Jan 2020.

Vancouver:

Israel Devadason BP. Contraction scour in compound channels with cohesive soil beds. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2045.

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

Council of Science Editors:

Israel Devadason BP. Contraction scour in compound channels with cohesive soil beds. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2045

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


Texas A&M University

25. Yao, Congpu. LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis.

Degree: 2013, Texas A&M University

 Bridge scour is the loss of soil by erosion due to water flowing around bridge supports. Scour has been the number one cause of bridge… (more)

Subjects/Keywords: Load and resistance factor design; Bridge; Scour; Reliability; Probability; FORM; Risk

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APA (6th Edition):

Yao, C. (2013). LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149453

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):

Yao, Congpu. “LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis.” 2013. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/149453.

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

MLA Handbook (7th Edition):

Yao, Congpu. “LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis.” 2013. Web. 19 Jan 2020.

Vancouver:

Yao C. LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/149453.

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

Council of Science Editors:

Yao C. LRFD Calibration of Bridge Foundations Subjected to Scour and Risk Analysis. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149453

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


Texas A&M University

26. Yousefpour, Negin. Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes.

Degree: 2013, Texas A&M University

 This study presents different aspects on the use of deterministic methods including Artificial Neural Networks (ANNs), and linear and nonlinear regression, as well as probabilistic… (more)

Subjects/Keywords: Artificial Neural Network; Bayesian Inference; Inverse Problem; Deterministic Model; Probabilistic Model; Bridge Scour; Unknown Foundations; Organic Soils; Stabilization; Diffusion; Uncertainty Quantification; Geotechnics

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APA (6th Edition):

Yousefpour, N. (2013). Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151268

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):

Yousefpour, Negin. “Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes.” 2013. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/151268.

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

MLA Handbook (7th Edition):

Yousefpour, Negin. “Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes.” 2013. Web. 19 Jan 2020.

Vancouver:

Yousefpour N. Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/151268.

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

Council of Science Editors:

Yousefpour N. Comparative Deterministic and Probabilistic Modeling in Geotechnics: Applications to Stabilization of Organic Soils, Determination of Unknown Foundations for Bridge Scour, and One-Dimensional Diffusion Processes. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151268

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


Texas A&M University

27. Bernhardt, Michelle Lee. Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations.

Degree: 2013, Texas A&M University

 Simple shear testing is used to study a number of practical geotechnical prob?lems including: soil conditions directly below a loaded surface, adjacent to a driven… (more)

Subjects/Keywords: Discrete Element Method; DEM; simple shear; granular material; sand

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APA (6th Edition):

Bernhardt, M. L. (2013). Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151646

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):

Bernhardt, Michelle Lee. “Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations.” 2013. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/151646.

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

MLA Handbook (7th Edition):

Bernhardt, Michelle Lee. “Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations.” 2013. Web. 19 Jan 2020.

Vancouver:

Bernhardt ML. Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/151646.

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

Council of Science Editors:

Bernhardt ML. Examination of Granular Material Behavior in a Laminar-type Direct Simple Shear Device using Laboratory Validated Discrete Element Method Simulations. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151646

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

28. Kim, Kukjoo. Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction.

Degree: 2011, Texas A&M University

 The use of impact rollers has increased for many decades over a wide variety of applications in various parts of the world. Many manufacturers have… (more)

Subjects/Keywords: Impact roller

Page 1

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

APA (6th Edition):

Kim, K. (2011). Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8175

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):

Kim, Kukjoo. “Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction.” 2011. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8175.

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

MLA Handbook (7th Edition):

Kim, Kukjoo. “Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction.” 2011. Web. 19 Jan 2020.

Vancouver:

Kim K. Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8175.

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

Council of Science Editors:

Kim K. Numerical Simulation of Impact Rollers for Estimating the Influence Depth of Soil Compaction. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8175

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

29. Abdelmalak, Remon Melek. Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils.

Degree: 2009, Texas A&M University

 Problems associated with shrink-swell soils are well known geotechnical problems that have been studied and researched by many geotechnical researchers for many decades. Potentially shrink-swell… (more)

Subjects/Keywords: SHRINK-SWELL SOILS; SOIL STRUCTURE INTERACTION; SHALLOW FOUNDATION

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APA (6th Edition):

Abdelmalak, R. M. (2009). Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2466

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):

Abdelmalak, Remon Melek. “Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils.” 2009. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2466.

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

MLA Handbook (7th Edition):

Abdelmalak, Remon Melek. “Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils.” 2009. Web. 19 Jan 2020.

Vancouver:

Abdelmalak RM. Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2466.

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

Council of Science Editors:

Abdelmalak RM. Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2466

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

30. Yu, Ok Y. Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling.

Degree: 2010, Texas A&M University

 One of the petroleum industry?s goals is to reduce the environmental impact of oil and gas operations in environmentally sensitive areas. To achieve this, a… (more)

Subjects/Keywords: systems approach; systems analysis; multi-attribute utility theory; exhaustive search optimization.

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APA (6th Edition):

Yu, O. Y. (2010). Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-515

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):

Yu, Ok Y. “Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-515.

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

MLA Handbook (7th Edition):

Yu, Ok Y. “Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling.” 2010. Web. 19 Jan 2020.

Vancouver:

Yu OY. Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-515.

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

Council of Science Editors:

Yu OY. Systems Approach and Quantitative Decision Tools for Technology Selection in Environmentally Friendly Drilling. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-515

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

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