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You searched for subject:(Soil Strength). Showing records 1 – 30 of 208 total matches.

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Texas A&M University

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

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 December 06, 2019. 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. 06 Dec 2019.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2019 Dec 06]. 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

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

Degree: 2014, Texas A&M University

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

Subjects/Keywords: sediment strength; soil stiffness

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Thesis, Texas A&M University. Accessed December 06, 2019. http://hdl.handle.net/1969.1/152591.

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

MLA Handbook (7th Edition):

Khan, Rehan. “Assessing Soil Strength From Geophysical Surveys.” 2014. Web. 06 Dec 2019.

Vancouver:

Khan R. Assessing Soil Strength From Geophysical Surveys. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1969.1/152591.

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

Council of Science Editors:

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

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


Colorado State University

3. Pauly, Matthew J. Modeling and field evaluation of the strength of surface soils for vehicle mobility.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado State University

 Surficial soil strength is a critical variable in vehicle mobility and terrain trafficability analysis and varies substantially in time and space with soil moisture and… (more)

Subjects/Keywords: Soil Strength; Unsaturated; Terramechanics; Soil Moisture

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APA (6th Edition):

Pauly, M. J. (2019). Modeling and field evaluation of the strength of surface soils for vehicle mobility. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/197382

Chicago Manual of Style (16th Edition):

Pauly, Matthew J. “Modeling and field evaluation of the strength of surface soils for vehicle mobility.” 2019. Masters Thesis, Colorado State University. Accessed December 06, 2019. http://hdl.handle.net/10217/197382.

MLA Handbook (7th Edition):

Pauly, Matthew J. “Modeling and field evaluation of the strength of surface soils for vehicle mobility.” 2019. Web. 06 Dec 2019.

Vancouver:

Pauly MJ. Modeling and field evaluation of the strength of surface soils for vehicle mobility. [Internet] [Masters thesis]. Colorado State University; 2019. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10217/197382.

Council of Science Editors:

Pauly MJ. Modeling and field evaluation of the strength of surface soils for vehicle mobility. [Masters Thesis]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197382


University of Alberta

4. Taslagyan, Karen. The Shear Strength of Granular Soils under the Influence of Vibration.

Degree: PhD, Department of Civil and Environmental Engineering, 2014, University of Alberta

 For some geotechnical design projects where soils are exposed to vibration, it becomes necessary to evaluate the strength and deformation characteristics of the soil under… (more)

Subjects/Keywords: Granular; Soil; Fluidization; Vibration; Strength; Shear

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APA (6th Edition):

Taslagyan, K. (2014). The Shear Strength of Granular Soils under the Influence of Vibration. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/6q182m793

Chicago Manual of Style (16th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Doctoral Dissertation, University of Alberta. Accessed December 06, 2019. https://era.library.ualberta.ca/files/6q182m793.

MLA Handbook (7th Edition):

Taslagyan, Karen. “The Shear Strength of Granular Soils under the Influence of Vibration.” 2014. Web. 06 Dec 2019.

Vancouver:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Internet] [Doctoral dissertation]. University of Alberta; 2014. [cited 2019 Dec 06]. Available from: https://era.library.ualberta.ca/files/6q182m793.

Council of Science Editors:

Taslagyan K. The Shear Strength of Granular Soils under the Influence of Vibration. [Doctoral Dissertation]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/6q182m793


University of Wollongong

5. Premadasa, Wuditha N. The influence of infill saturation on the shear strength of soil-infilled rock joints.

Degree: PhD, 2013, University of Wollongong

  Discontinuities such as fault planes, joints and bedding planes in a rock mass may be filled with different types of fine-grained material that are… (more)

Subjects/Keywords: Rock joints; shear strength; unsaturated soil

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APA (6th Edition):

Premadasa, W. N. (2013). The influence of infill saturation on the shear strength of soil-infilled rock joints. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/3889

Chicago Manual of Style (16th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Doctoral Dissertation, University of Wollongong. Accessed December 06, 2019. ; https://ro.uow.edu.au/theses/3889.

MLA Handbook (7th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Web. 06 Dec 2019.

Vancouver:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2019 Dec 06]. Available from: ; https://ro.uow.edu.au/theses/3889.

Council of Science Editors:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: ; https://ro.uow.edu.au/theses/3889


University of Western Australia

6. Brown, Katharine Leigh. Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape.

Degree: PhD, 2011, University of Western Australia

[Truncated abstract] On the coastal plain of south-west Western Australia mineral sands are mined from ancient strandlines buried several metres below the current ground level.… (more)

Subjects/Keywords: Soil resilience; Soil capability; Soil strength; Penetration resistance; Soil fabric; ImageJ; Image analysis

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APA (6th Edition):

Brown, K. L. (2011). Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=31909&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Brown, Katharine Leigh. “Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape.” 2011. Doctoral Dissertation, University of Western Australia. Accessed December 06, 2019. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=31909&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Brown, Katharine Leigh. “Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape.” 2011. Web. 06 Dec 2019.

Vancouver:

Brown KL. Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape. [Internet] [Doctoral dissertation]. University of Western Australia; 2011. [cited 2019 Dec 06]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=31909&local_base=GEN01-INS01.

Council of Science Editors:

Brown KL. Mechanisms affecting high subsoil strength in the soils of a reconstructed landscape. [Doctoral Dissertation]. University of Western Australia; 2011. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=31909&local_base=GEN01-INS01


University of Missouri – Columbia

7. Jaafar, Rani. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.

Degree: 2012, University of Missouri – Columbia

 A large portion, if not the majority, of conditions encountered in geotechnical engineering practice involves unsaturated soil. Practical problems include precipitation-induced slope stability failures, expansive… (more)

Subjects/Keywords: unsaturated soil; soil-water characteristic curve; hydraulic conductivity function; strength parameters

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APA (6th Edition):

Jaafar, R. (2012). Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/36672

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):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Thesis, University of Missouri – Columbia. Accessed December 06, 2019. http://hdl.handle.net/10355/36672.

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

MLA Handbook (7th Edition):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Web. 06 Dec 2019.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10355/36672.

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

Council of Science Editors:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/36672

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

8. Szymkiewicz, Fabien. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.

Degree: Docteur es, Géotechnique, 2011, Université Paris-Est

Le Soil-Mixing consiste à traiter le sol avec un liant hydraulique en le mélangeant mécaniquement en place pour améliorer ses propriétés mécaniques. Son coté économique… (more)

Subjects/Keywords: Sol; Ciment; Résistance à la compression; Soil-Mixing; Soil; Cement; Unconfined compression strength; Soil-Mixing

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APA (6th Edition):

Szymkiewicz, F. (2011). Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2011PEST1120

Chicago Manual of Style (16th Edition):

Szymkiewicz, Fabien. “Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.” 2011. Doctoral Dissertation, Université Paris-Est. Accessed December 06, 2019. http://www.theses.fr/2011PEST1120.

MLA Handbook (7th Edition):

Szymkiewicz, Fabien. “Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material.” 2011. Web. 06 Dec 2019.

Vancouver:

Szymkiewicz F. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. [Internet] [Doctoral dissertation]. Université Paris-Est; 2011. [cited 2019 Dec 06]. Available from: http://www.theses.fr/2011PEST1120.

Council of Science Editors:

Szymkiewicz F. Évaluation des propriétés mécaniques d’un sol traité au ciment : Evaluation of the mechanical properties of a soil-mixing material. [Doctoral Dissertation]. Université Paris-Est; 2011. Available from: http://www.theses.fr/2011PEST1120


University of Illinois – Urbana-Champaign

9. Hussain, Manzoor. Analysis and behavior of preexisting landslides.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 The selection of shear strength parameters for the design and repair of landslide is important and difficult. Skempton (1964) concludes that if a failure has… (more)

Subjects/Keywords: Soil mechanics; Landslides; Overconsolidated clays; Shear strength; Strength recovery; Slope stability; Ring shear test

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APA (6th Edition):

Hussain, M. (2010). Analysis and behavior of preexisting landslides. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16071

Chicago Manual of Style (16th Edition):

Hussain, Manzoor. “Analysis and behavior of preexisting landslides.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed December 06, 2019. http://hdl.handle.net/2142/16071.

MLA Handbook (7th Edition):

Hussain, Manzoor. “Analysis and behavior of preexisting landslides.” 2010. Web. 06 Dec 2019.

Vancouver:

Hussain M. Analysis and behavior of preexisting landslides. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2142/16071.

Council of Science Editors:

Hussain M. Analysis and behavior of preexisting landslides. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16071


University of Minnesota

10. Olson, Nicholas Charles. Quantifying the effectiveness of soil remediation techniques in compact urban soils.

Degree: MS, Civil Engineering, 2010, University of Minnesota

University of Minnesota M.S. thesis. December 2010. Major: Civil Engineering. Advisors: Dr. John Gulliver, Dr. John Nieber. 1 computer file (PDF); ix, 127 pages, appendices… (more)

Subjects/Keywords: Soil strength; Infiltration; Soil density; Deep tillage; Compost addition; Ksat; Civil Engineering

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APA (6th Edition):

Olson, N. C. (2010). Quantifying the effectiveness of soil remediation techniques in compact urban soils. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/103214

Chicago Manual of Style (16th Edition):

Olson, Nicholas Charles. “Quantifying the effectiveness of soil remediation techniques in compact urban soils.” 2010. Masters Thesis, University of Minnesota. Accessed December 06, 2019. http://purl.umn.edu/103214.

MLA Handbook (7th Edition):

Olson, Nicholas Charles. “Quantifying the effectiveness of soil remediation techniques in compact urban soils.” 2010. Web. 06 Dec 2019.

Vancouver:

Olson NC. Quantifying the effectiveness of soil remediation techniques in compact urban soils. [Internet] [Masters thesis]. University of Minnesota; 2010. [cited 2019 Dec 06]. Available from: http://purl.umn.edu/103214.

Council of Science Editors:

Olson NC. Quantifying the effectiveness of soil remediation techniques in compact urban soils. [Masters Thesis]. University of Minnesota; 2010. Available from: http://purl.umn.edu/103214


Kent State University

11. Malizia, John Paul. Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils.

Degree: MS, College of Arts and Sciences / Department of Geology, 2016, Kent State University

 Clays are used widely in sanitary landfills, embankment dams, highway embankments, hydraulic barriers, and foundations. In most of these applications, clays are compacted at maximum… (more)

Subjects/Keywords: Engineering; Geology; Soil Sciences; Clay; strength and deformation; behavior of clay; engineering; soil mechanics

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APA (6th Edition):

Malizia, J. P. (2016). Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils. (Masters Thesis). Kent State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=kent1460407680

Chicago Manual of Style (16th Edition):

Malizia, John Paul. “Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils.” 2016. Masters Thesis, Kent State University. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=kent1460407680.

MLA Handbook (7th Edition):

Malizia, John Paul. “Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils.” 2016. Web. 06 Dec 2019.

Vancouver:

Malizia JP. Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils. [Internet] [Masters thesis]. Kent State University; 2016. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=kent1460407680.

Council of Science Editors:

Malizia JP. Effect of Water Content and Density on the Strength and Deformation Behavior of Clay Soils. [Masters Thesis]. Kent State University; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=kent1460407680


University of Minnesota

12. Olson, Nicholas Charles. Quantifying the effectiveness of soil remediation techniques in compact urban soils.

Degree: MS, Civil Engineering, 2010, University of Minnesota

 Soils in urban environments typically have lower stormwater infiltration rates than the soils they replace due to reduced topsoil depth and increased subsoil compaction from… (more)

Subjects/Keywords: Soil strength; Infiltration; Soil density; Deep tillage; Compost addition; Ksat; Civil Engineering

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

APA (6th Edition):

Olson, N. C. (2010). Quantifying the effectiveness of soil remediation techniques in compact urban soils. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/103214

Chicago Manual of Style (16th Edition):

Olson, Nicholas Charles. “Quantifying the effectiveness of soil remediation techniques in compact urban soils.” 2010. Masters Thesis, University of Minnesota. Accessed December 06, 2019. http://purl.umn.edu/103214.

MLA Handbook (7th Edition):

Olson, Nicholas Charles. “Quantifying the effectiveness of soil remediation techniques in compact urban soils.” 2010. Web. 06 Dec 2019.

Vancouver:

Olson NC. Quantifying the effectiveness of soil remediation techniques in compact urban soils. [Internet] [Masters thesis]. University of Minnesota; 2010. [cited 2019 Dec 06]. Available from: http://purl.umn.edu/103214.

Council of Science Editors:

Olson NC. Quantifying the effectiveness of soil remediation techniques in compact urban soils. [Masters Thesis]. University of Minnesota; 2010. Available from: http://purl.umn.edu/103214


University of Arizona

13. Reyes Esteves, Rocio Guadalupe. Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability .

Degree: 2017, University of Arizona

 A major design issue in the implementation of a Subsurface Drip Irrigation (SDI) system for extensively crops such as alfalfa (i.e. crops that cover the… (more)

Subjects/Keywords: alfalfa; Hydrus-2D; moisture content; soil failure envelopes; soil shear strength; Subsurface Drip Irrigation

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APA (6th Edition):

Reyes Esteves, R. G. (2017). Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/625691

Chicago Manual of Style (16th Edition):

Reyes Esteves, Rocio Guadalupe. “Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability .” 2017. Masters Thesis, University of Arizona. Accessed December 06, 2019. http://hdl.handle.net/10150/625691.

MLA Handbook (7th Edition):

Reyes Esteves, Rocio Guadalupe. “Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability .” 2017. Web. 06 Dec 2019.

Vancouver:

Reyes Esteves RG. Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability . [Internet] [Masters thesis]. University of Arizona; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10150/625691.

Council of Science Editors:

Reyes Esteves RG. Modeling Approaches to Determination of Appropriate Depth and Spacing of Subsurface Drip Irrigation Tubing in Alfalfa to Ensure Soil Trafficability . [Masters Thesis]. University of Arizona; 2017. Available from: http://hdl.handle.net/10150/625691


Duke University

14. Guo, Rui. Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength .

Degree: 2014, Duke University

  Laboratory tests on microscale are reported in which amorphous silica grains were compressed in a liquid environment, namely in solutions with different silica ion… (more)

Subjects/Keywords: Civil engineering; Soil sciences; Intergranular tensile strength; Silica polymer; silica polymerization; soil aging; stressed contact

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APA (6th Edition):

Guo, R. (2014). Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength . (Thesis). Duke University. Retrieved from http://hdl.handle.net/10161/8768

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):

Guo, Rui. “Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength .” 2014. Thesis, Duke University. Accessed December 06, 2019. http://hdl.handle.net/10161/8768.

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

MLA Handbook (7th Edition):

Guo, Rui. “Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength .” 2014. Web. 06 Dec 2019.

Vancouver:

Guo R. Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength . [Internet] [Thesis]. Duke University; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10161/8768.

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

Council of Science Editors:

Guo R. Formation of Silica Microstructures between Inundated Stressed Silica Grains: Effect on Intergranular Tensile Strength . [Thesis]. Duke University; 2014. Available from: http://hdl.handle.net/10161/8768

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


Dalhousie University

15. Jolous Jamshidi, Reza. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.

Degree: PhD, Department of Civil Engineering, 2014, Dalhousie University

 An extensive experimental study was performed to provide an insight on design and evaluation of cement-treated materials subjected to freeze/thaw (f/t) cycles. Poorly designed stabilized… (more)

Subjects/Keywords: Soil; Stabilization; Hydraulic conductivity; Compressive strength; Resonant frequency; Freeze; Thaw; Cement

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APA (6th Edition):

Jolous Jamshidi, R. (2014). EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. (Doctoral Dissertation). Dalhousie University. Retrieved from http://hdl.handle.net/10222/54065

Chicago Manual of Style (16th Edition):

Jolous Jamshidi, Reza. “EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.” 2014. Doctoral Dissertation, Dalhousie University. Accessed December 06, 2019. http://hdl.handle.net/10222/54065.

MLA Handbook (7th Edition):

Jolous Jamshidi, Reza. “EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING.” 2014. Web. 06 Dec 2019.

Vancouver:

Jolous Jamshidi R. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. [Internet] [Doctoral dissertation]. Dalhousie University; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10222/54065.

Council of Science Editors:

Jolous Jamshidi R. EVALUATION OF CEMENT-TREATED SOILS SUBJECTED TO CYCLES OF FREEZING AND THAWING. [Doctoral Dissertation]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/54065


Loughborough University

16. Jefferson, Ian. Temperature effects on clay soils.

Degree: 1994, Loughborough University

 Temperature changes occur in soils in a number of ways, e. g. landfill liners, around buried services and during sampling. An experimental programme was conducted… (more)

Subjects/Keywords: 631.4; Engineering soil; Shear strength

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APA (6th Edition):

Jefferson, I. (1994). Temperature effects on clay soils. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/7233 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319148

Chicago Manual of Style (16th Edition):

Jefferson, Ian. “Temperature effects on clay soils.” 1994. Doctoral Dissertation, Loughborough University. Accessed December 06, 2019. https://dspace.lboro.ac.uk/2134/7233 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319148.

MLA Handbook (7th Edition):

Jefferson, Ian. “Temperature effects on clay soils.” 1994. Web. 06 Dec 2019.

Vancouver:

Jefferson I. Temperature effects on clay soils. [Internet] [Doctoral dissertation]. Loughborough University; 1994. [cited 2019 Dec 06]. Available from: https://dspace.lboro.ac.uk/2134/7233 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319148.

Council of Science Editors:

Jefferson I. Temperature effects on clay soils. [Doctoral Dissertation]. Loughborough University; 1994. Available from: https://dspace.lboro.ac.uk/2134/7233 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319148


Hong Kong University of Science and Technology

17. Xu, Jie. Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil.

Degree: 2011, Hong Kong University of Science and Technology

 The deformation characteristics of various earth structures such as retaining walls, foundations and tunnels are governed by soil stiffness at small strains (0.001% to 1%).… (more)

Subjects/Keywords: Shear strength of soils  – Testing; Strains and stresses; Soil mechanics

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

APA (6th Edition):

Xu, J. (2011). Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1154875 ; http://repository.ust.hk/ir/bitstream/1783.1-7293/1/th_redirect.html

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):

Xu, Jie. “Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil.” 2011. Thesis, Hong Kong University of Science and Technology. Accessed December 06, 2019. https://doi.org/10.14711/thesis-b1154875 ; http://repository.ust.hk/ir/bitstream/1783.1-7293/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Xu, Jie. “Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil.” 2011. Web. 06 Dec 2019.

Vancouver:

Xu J. Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2011. [cited 2019 Dec 06]. Available from: https://doi.org/10.14711/thesis-b1154875 ; http://repository.ust.hk/ir/bitstream/1783.1-7293/1/th_redirect.html.

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

Council of Science Editors:

Xu J. Experimental study of effects of suction history and wetting-drying on small strain stiffness of an unsaturated soil. [Thesis]. Hong Kong University of Science and Technology; 2011. Available from: https://doi.org/10.14711/thesis-b1154875 ; http://repository.ust.hk/ir/bitstream/1783.1-7293/1/th_redirect.html

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


Hong Kong University of Science and Technology

18. Zhao, Hongfen. Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures.

Degree: 2013, Hong Kong University of Science and Technology

 Colluvial soils on natural terrains are usually coarse and their grain-size distributionsvary with location. Shallow-seated failures are the main failure mode in colluvial soil deposits… (more)

Subjects/Keywords: Soil mechanics; Mathematical models; Shear strength of soils

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

APA (6th Edition):

Zhao, H. (2013). Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1213409 ; http://repository.ust.hk/ir/bitstream/1783.1-8117/1/th_redirect.html

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):

Zhao, Hongfen. “Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures.” 2013. Thesis, Hong Kong University of Science and Technology. Accessed December 06, 2019. https://doi.org/10.14711/thesis-b1213409 ; http://repository.ust.hk/ir/bitstream/1783.1-8117/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Zhao, Hongfen. “Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures.” 2013. Web. 06 Dec 2019.

Vancouver:

Zhao H. Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2013. [cited 2019 Dec 06]. Available from: https://doi.org/10.14711/thesis-b1213409 ; http://repository.ust.hk/ir/bitstream/1783.1-8117/1/th_redirect.html.

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

Council of Science Editors:

Zhao H. Behaviour of saturated and unsaturated coarse widely graded soils under low confining pressures. [Thesis]. Hong Kong University of Science and Technology; 2013. Available from: https://doi.org/10.14711/thesis-b1213409 ; http://repository.ust.hk/ir/bitstream/1783.1-8117/1/th_redirect.html

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


Hong Kong University of Science and Technology

19. Woon, Kai Xiang. Field and laboratory investigations of Bermuda grass induced suction and distribution.

Degree: 2013, Hong Kong University of Science and Technology

 Vegetation is commonly found on slopes, embankments and landfill covers. In spite of many researches have been conducted to monitor the variation of matric suction… (more)

Subjects/Keywords: Soil mechanics; Shear strength of soils; Bermuda grass

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

APA (6th Edition):

Woon, K. X. (2013). Field and laboratory investigations of Bermuda grass induced suction and distribution. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1213707 ; http://repository.ust.hk/ir/bitstream/1783.1-7868/1/th_redirect.html

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):

Woon, Kai Xiang. “Field and laboratory investigations of Bermuda grass induced suction and distribution.” 2013. Thesis, Hong Kong University of Science and Technology. Accessed December 06, 2019. https://doi.org/10.14711/thesis-b1213707 ; http://repository.ust.hk/ir/bitstream/1783.1-7868/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Woon, Kai Xiang. “Field and laboratory investigations of Bermuda grass induced suction and distribution.” 2013. Web. 06 Dec 2019.

Vancouver:

Woon KX. Field and laboratory investigations of Bermuda grass induced suction and distribution. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2013. [cited 2019 Dec 06]. Available from: https://doi.org/10.14711/thesis-b1213707 ; http://repository.ust.hk/ir/bitstream/1783.1-7868/1/th_redirect.html.

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

Council of Science Editors:

Woon KX. Field and laboratory investigations of Bermuda grass induced suction and distribution. [Thesis]. Hong Kong University of Science and Technology; 2013. Available from: https://doi.org/10.14711/thesis-b1213707 ; http://repository.ust.hk/ir/bitstream/1783.1-7868/1/th_redirect.html

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


University of Hong Kong

20. 唐玉麟; Tong, Yuk-lun. Tensile strength of remoulded soils.

Degree: MSin Engineering, 1966, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Strength of materials.; Soil mechanics.

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

APA (6th Edition):

唐玉麟; Tong, Y. (1966). Tensile strength of remoulded soils. (Masters Thesis). University of Hong Kong. Retrieved from Tong, Y. [唐玉麟]. (1966). Tensile strength of remoulded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125197 ; http://dx.doi.org/10.5353/th_b3125197 ; http://hdl.handle.net/10722/37051

Chicago Manual of Style (16th Edition):

唐玉麟; Tong, Yuk-lun. “Tensile strength of remoulded soils.” 1966. Masters Thesis, University of Hong Kong. Accessed December 06, 2019. Tong, Y. [唐玉麟]. (1966). Tensile strength of remoulded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125197 ; http://dx.doi.org/10.5353/th_b3125197 ; http://hdl.handle.net/10722/37051.

MLA Handbook (7th Edition):

唐玉麟; Tong, Yuk-lun. “Tensile strength of remoulded soils.” 1966. Web. 06 Dec 2019.

Vancouver:

唐玉麟; Tong Y. Tensile strength of remoulded soils. [Internet] [Masters thesis]. University of Hong Kong; 1966. [cited 2019 Dec 06]. Available from: Tong, Y. [唐玉麟]. (1966). Tensile strength of remoulded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125197 ; http://dx.doi.org/10.5353/th_b3125197 ; http://hdl.handle.net/10722/37051.

Council of Science Editors:

唐玉麟; Tong Y. Tensile strength of remoulded soils. [Masters Thesis]. University of Hong Kong; 1966. Available from: Tong, Y. [唐玉麟]. (1966). Tensile strength of remoulded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125197 ; http://dx.doi.org/10.5353/th_b3125197 ; http://hdl.handle.net/10722/37051


University of Bradford

21. Saad, Suleiman S. E. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.

Degree: PhD, 2016, University of Bradford

 To acquire deeper understanding and insights into the mechanical behaviour of fibre reinforced saturated/unsaturated cohesive soils, a programme of work was designed and included. 1)… (more)

Subjects/Keywords: Reinforced soils; Unsaturated soil; Carpet waste fibre; Shear strength; Laboratory tests

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APA (6th Edition):

Saad, S. S. E. (2016). Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/14585

Chicago Manual of Style (16th Edition):

Saad, Suleiman S E. “Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.” 2016. Doctoral Dissertation, University of Bradford. Accessed December 06, 2019. http://hdl.handle.net/10454/14585.

MLA Handbook (7th Edition):

Saad, Suleiman S E. “Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.” 2016. Web. 06 Dec 2019.

Vancouver:

Saad SSE. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. [Internet] [Doctoral dissertation]. University of Bradford; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10454/14585.

Council of Science Editors:

Saad SSE. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. [Doctoral Dissertation]. University of Bradford; 2016. Available from: http://hdl.handle.net/10454/14585


Curtin University of Technology

22. Chegenizadeh, Amin. Experimental approach to investigate reinforced clay .

Degree: 2012, Curtin University of Technology

Soil reinforcement with discrete flexible fibres has always been an issue for further research. In Geotechnical engineering field, the research on sandy soil has considerably… (more)

Subjects/Keywords: discrete flexible fibres; reinforced clay; composite soil strength

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APA (6th Edition):

Chegenizadeh, A. (2012). Experimental approach to investigate reinforced clay . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/2288

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):

Chegenizadeh, Amin. “Experimental approach to investigate reinforced clay .” 2012. Thesis, Curtin University of Technology. Accessed December 06, 2019. http://hdl.handle.net/20.500.11937/2288.

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

MLA Handbook (7th Edition):

Chegenizadeh, Amin. “Experimental approach to investigate reinforced clay .” 2012. Web. 06 Dec 2019.

Vancouver:

Chegenizadeh A. Experimental approach to investigate reinforced clay . [Internet] [Thesis]. Curtin University of Technology; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11937/2288.

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

Council of Science Editors:

Chegenizadeh A. Experimental approach to investigate reinforced clay . [Thesis]. Curtin University of Technology; 2012. Available from: http://hdl.handle.net/20.500.11937/2288

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


University of Ottawa

23. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

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APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed December 06, 2019. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 06 Dec 2019.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


Loughborough University

24. Jefferson, Ian. Temperature effects on clay soils.

Degree: PhD, 1994, Loughborough University

 Temperature changes occur in soils in a number of ways, e. g. landfill liners, around buried services and during sampling. An experimental programme was conducted… (more)

Subjects/Keywords: 631.4; Engineering soil; Shear strength

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

APA (6th Edition):

Jefferson, I. (1994). Temperature effects on clay soils. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/7233

Chicago Manual of Style (16th Edition):

Jefferson, Ian. “Temperature effects on clay soils.” 1994. Doctoral Dissertation, Loughborough University. Accessed December 06, 2019. http://hdl.handle.net/2134/7233.

MLA Handbook (7th Edition):

Jefferson, Ian. “Temperature effects on clay soils.” 1994. Web. 06 Dec 2019.

Vancouver:

Jefferson I. Temperature effects on clay soils. [Internet] [Doctoral dissertation]. Loughborough University; 1994. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2134/7233.

Council of Science Editors:

Jefferson I. Temperature effects on clay soils. [Doctoral Dissertation]. Loughborough University; 1994. Available from: http://hdl.handle.net/2134/7233

25. Jindal, Prateek. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.

Degree: MSc -MS, Earth & Space Science, 2016, York University

 A custom-built direct tension apparatus was employed to perform direct tension tests on unsaturated silica sand specimens at different saturations levels and packing dry densities.… (more)

Subjects/Keywords: Civil engineering; Unsaturated soil mechanics; Tensile strength; Unsaturated sands; Surface tension

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

APA (6th Edition):

Jindal, P. (2016). Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/32234

Chicago Manual of Style (16th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Masters Thesis, York University. Accessed December 06, 2019. http://hdl.handle.net/10315/32234.

MLA Handbook (7th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Web. 06 Dec 2019.

Vancouver:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Internet] [Masters thesis]. York University; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10315/32234.

Council of Science Editors:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Masters Thesis]. York University; 2016. Available from: http://hdl.handle.net/10315/32234


University of Texas – Austin

26. -3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.

Degree: MSin Engineering, Civil Engineering, 2019, University of Texas – Austin

 Pipelines and flowlines represent a major cost in offshore oil and gas operations. The initial embedment of the pipeline during laying influences the pipeline service… (more)

Subjects/Keywords: Soil characterization; Offshore pipelines; Residual strength; Marine clays

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APA (6th Edition):

-3489-7963. (2019). Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/5407

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-3489-7963. “Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.” 2019. Masters Thesis, University of Texas – Austin. Accessed December 06, 2019. http://dx.doi.org/10.26153/tsw/5407.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-3489-7963. “Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.” 2019. Web. 06 Dec 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. [Internet] [Masters thesis]. University of Texas – Austin; 2019. [cited 2019 Dec 06]. Available from: http://dx.doi.org/10.26153/tsw/5407.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. [Masters Thesis]. University of Texas – Austin; 2019. Available from: http://dx.doi.org/10.26153/tsw/5407

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Utah

27. Bishnoi, Anand Singh. Strength of soil-lime mixtures.

Degree: MS, Civil & Environmental Engineering, 1949, University of Utah

 Engineering has been defined as the artof organizing and directing men, and of controllingforces end materials of nature for the benefit of thehuman race, I*.an… (more)

Subjects/Keywords: Soil engineering; Soil strength; Soil-lime mixture

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

APA (6th Edition):

Bishnoi, A. S. (1949). Strength of soil-lime mixtures. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3284/rec/2272

Chicago Manual of Style (16th Edition):

Bishnoi, Anand Singh. “Strength of soil-lime mixtures.” 1949. Masters Thesis, University of Utah. Accessed December 06, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3284/rec/2272.

MLA Handbook (7th Edition):

Bishnoi, Anand Singh. “Strength of soil-lime mixtures.” 1949. Web. 06 Dec 2019.

Vancouver:

Bishnoi AS. Strength of soil-lime mixtures. [Internet] [Masters thesis]. University of Utah; 1949. [cited 2019 Dec 06]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3284/rec/2272.

Council of Science Editors:

Bishnoi AS. Strength of soil-lime mixtures. [Masters Thesis]. University of Utah; 1949. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3284/rec/2272


Ohio University

28. Holko, Jeffrey M. Shear Strength Correlations for Ohio Highway Embankment Soils.

Degree: MS, Civil Engineering (Engineering), 2008, Ohio University

 Highway embankment design is typically done with the assistance of empirical correlations created by researchers in the past. Many of these correlations, however, were originally… (more)

Subjects/Keywords: Civil Engineering; Shear strength of soil; highway embankments; AASHTO soil classifications; soil correlations; triaxial compression testing; standard penetration test

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APA (6th Edition):

Holko, J. M. (2008). Shear Strength Correlations for Ohio Highway Embankment Soils. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1205248711

Chicago Manual of Style (16th Edition):

Holko, Jeffrey M. “Shear Strength Correlations for Ohio Highway Embankment Soils.” 2008. Masters Thesis, Ohio University. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1205248711.

MLA Handbook (7th Edition):

Holko, Jeffrey M. “Shear Strength Correlations for Ohio Highway Embankment Soils.” 2008. Web. 06 Dec 2019.

Vancouver:

Holko JM. Shear Strength Correlations for Ohio Highway Embankment Soils. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1205248711.

Council of Science Editors:

Holko JM. Shear Strength Correlations for Ohio Highway Embankment Soils. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1205248711


University of Kentucky

29. Crawford, Matthew M. HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES.

Degree: 2018, University of Kentucky

 Landslide characterization and hazard assessments require multidisciplinary approaches that connect geologic processes with geotechnical parameters. Field monitoring of hydrologic variables such as water content and… (more)

Subjects/Keywords: Landslides; Hydrologic Monitoring; Soil Mechanics; Soil Moisture; Shear Strength; Electrical Resistivity Tomography; Geology; Geophysics and Seismology; Geotechnical Engineering; Hydrology; Soil Science

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

APA (6th Edition):

Crawford, M. M. (2018). HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ees_etds/61

Chicago Manual of Style (16th Edition):

Crawford, Matthew M. “HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES.” 2018. Doctoral Dissertation, University of Kentucky. Accessed December 06, 2019. https://uknowledge.uky.edu/ees_etds/61.

MLA Handbook (7th Edition):

Crawford, Matthew M. “HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES.” 2018. Web. 06 Dec 2019.

Vancouver:

Crawford MM. HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES. [Internet] [Doctoral dissertation]. University of Kentucky; 2018. [cited 2019 Dec 06]. Available from: https://uknowledge.uky.edu/ees_etds/61.

Council of Science Editors:

Crawford MM. HYDROLOGIC MONITORING AND 2-D ELECTRICAL RESISTIVITY IMAGING FOR JOINT GEOPHYSICAL AND GEOTECHNICAL CHARACTERIZATION OF SHALLOW COLLUVIAL LANDSLIDES. [Doctoral Dissertation]. University of Kentucky; 2018. Available from: https://uknowledge.uky.edu/ees_etds/61


University of Kentucky

30. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed December 06, 2019. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 06 Dec 2019.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2019 Dec 06]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28

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