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Degree: MS

You searched for subject:(geotechnical). Showing records 1 – 30 of 100 total matches.

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University of Utah

1. Platt, Michael Robert. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.

Degree: MS, Civil & Environmental Engineering, 2013, University of Utah

 A research study was conducted for the Utah Department of Transportationregarding settlement caused by embankment construction for a new bridge located aboutV mile east of… (more)

Subjects/Keywords: Geotechnical

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APA (6th Edition):

Platt, M. R. (2013). Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166

Chicago Manual of Style (16th Edition):

Platt, Michael Robert. “Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.” 2013. Masters Thesis, University of Utah. Accessed November 13, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166.

MLA Handbook (7th Edition):

Platt, Michael Robert. “Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.” 2013. Web. 13 Nov 2019.

Vancouver:

Platt MR. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2019 Nov 13]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166.

Council of Science Editors:

Platt MR. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. [Masters Thesis]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166


Florida State University

2. Sakharova, Daria V. Clogging of Leachate Collection Systems in Florida.

Degree: MS, Civil and Environmental Engineering, 2014, Florida State University

 All modern day landfills contain a series of perforated pipes installed beneath the waste whose purpose is to collect all liquid which drains through the… (more)

Subjects/Keywords: Geotechnical engineering

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APA (6th Edition):

Sakharova, D. V. (2014). Clogging of Leachate Collection Systems in Florida. (Masters Thesis). Florida State University. Retrieved from http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;

Chicago Manual of Style (16th Edition):

Sakharova, Daria V. “Clogging of Leachate Collection Systems in Florida.” 2014. Masters Thesis, Florida State University. Accessed November 13, 2019. http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;.

MLA Handbook (7th Edition):

Sakharova, Daria V. “Clogging of Leachate Collection Systems in Florida.” 2014. Web. 13 Nov 2019.

Vancouver:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Internet] [Masters thesis]. Florida State University; 2014. [cited 2019 Nov 13]. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;.

Council of Science Editors:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Masters Thesis]. Florida State University; 2014. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;


Texas A&M University

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

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

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

Subjects/Keywords: drag anchors; offshore anchors; geotechnical

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Masters Thesis, Texas A&M University. Accessed November 13, 2019. http://hdl.handle.net/1969.1/157108.

MLA Handbook (7th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Web. 13 Nov 2019.

Vancouver:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1969.1/157108.

Council of Science Editors:

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


Oregon State University

4. Young, Jessica (Jessica Marie). Uplift capacity and displacement of helical anchors in cohesive soil.

Degree: MS, Civil Engineering, 2012, Oregon State University

 Helical anchors are a type of deep foundation element that can be installed quickly in almost any location and can accept the immediate application of… (more)

Subjects/Keywords: Geotechnical; Anchorage (Structural engineering)

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APA (6th Edition):

Young, J. (. M. (2012). Uplift capacity and displacement of helical anchors in cohesive soil. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/29487

Chicago Manual of Style (16th Edition):

Young, Jessica (Jessica Marie). “Uplift capacity and displacement of helical anchors in cohesive soil.” 2012. Masters Thesis, Oregon State University. Accessed November 13, 2019. http://hdl.handle.net/1957/29487.

MLA Handbook (7th Edition):

Young, Jessica (Jessica Marie). “Uplift capacity and displacement of helical anchors in cohesive soil.” 2012. Web. 13 Nov 2019.

Vancouver:

Young J(M. Uplift capacity and displacement of helical anchors in cohesive soil. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1957/29487.

Council of Science Editors:

Young J(M. Uplift capacity and displacement of helical anchors in cohesive soil. [Masters Thesis]. Oregon State University; 2012. Available from: http://hdl.handle.net/1957/29487


Oregon State University

5. Simpson, Daniel Corder. Behavioral thresholds in mixtures of sand and clay.

Degree: MS, Civil Engineering, 2014, Oregon State University

 Nearly all soils are comprised of mixtures of coarse and fine particles. Behavior under mechanical and thermal loading of soil is strongly influenced (and in… (more)

Subjects/Keywords: Geotechnical; Clay soils  – Testing

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APA (6th Edition):

Simpson, D. C. (2014). Behavioral thresholds in mixtures of sand and clay. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49458

Chicago Manual of Style (16th Edition):

Simpson, Daniel Corder. “Behavioral thresholds in mixtures of sand and clay.” 2014. Masters Thesis, Oregon State University. Accessed November 13, 2019. http://hdl.handle.net/1957/49458.

MLA Handbook (7th Edition):

Simpson, Daniel Corder. “Behavioral thresholds in mixtures of sand and clay.” 2014. Web. 13 Nov 2019.

Vancouver:

Simpson DC. Behavioral thresholds in mixtures of sand and clay. [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1957/49458.

Council of Science Editors:

Simpson DC. Behavioral thresholds in mixtures of sand and clay. [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/49458


Boston College

6. Soeller, Christopher Philip. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.

Degree: MS, Earth and Environmental Sciences, 2016, Boston College

 The stability of open-pit mine walls and other geotechnical infrastructure is a function of geometry, material properties and groundwater conditions (pore pressure distribution). A portion… (more)

Subjects/Keywords: geotechnical; hydrogeology; mining; pore pressure

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APA (6th Edition):

Soeller, C. P. (2016). Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. (Masters Thesis). Boston College. Retrieved from http://dlib.bc.edu/islandora/object/bc-ir:107281

Chicago Manual of Style (16th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Masters Thesis, Boston College. Accessed November 13, 2019. http://dlib.bc.edu/islandora/object/bc-ir:107281.

MLA Handbook (7th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Web. 13 Nov 2019.

Vancouver:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Internet] [Masters thesis]. Boston College; 2016. [cited 2019 Nov 13]. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281.

Council of Science Editors:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Masters Thesis]. Boston College; 2016. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281


Cal Poly

7. Welling, Gary E. Engineering Performance of Polymer Amended Soils.

Degree: MS, Civil and Environmental Engineering, 2012, Cal Poly

  A laboratory test program was undertaken to evaluate a series of engineering properties over a range of soil types; amendment types and addition rates;… (more)

Subjects/Keywords: Cement; Lime; Geotechnical; Resilient Modulus; Durability; Compaction; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Welling, G. E. (2012). Engineering Performance of Polymer Amended Soils. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/856 ; 10.15368/theses.2012.169

Chicago Manual of Style (16th Edition):

Welling, Gary E. “Engineering Performance of Polymer Amended Soils.” 2012. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/856 ; 10.15368/theses.2012.169.

MLA Handbook (7th Edition):

Welling, Gary E. “Engineering Performance of Polymer Amended Soils.” 2012. Web. 13 Nov 2019.

Vancouver:

Welling GE. Engineering Performance of Polymer Amended Soils. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/856 ; 10.15368/theses.2012.169.

Council of Science Editors:

Welling GE. Engineering Performance of Polymer Amended Soils. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/856 ; 10.15368/theses.2012.169

8. Noche, Ron Edward. Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay.

Degree: MS, Civil and Environmental Engineering, 2013, Cal Poly

  This research consists of scale model shake table tests to investigate the development of seismic earth pressures in soft clay. The soft clay was… (more)

Subjects/Keywords: Geotechnical Engineering

…Figure 5.1: Parson's Earthquake and Geotechnical Engineering Laboratory… …geotechnical engineering, the design of retaining walls for seismic loading has been a subject of… …Chapter 2 - Literature Review 2.1 Introduction In the field of geotechnical engineering… …Category D, E or F in accordance with Section 1613, the geotechnical investigation required by… …to report that "the M-O method is one of the most abused methods in geotechnical… 

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APA (6th Edition):

Noche, R. E. (2013). Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1130 ; 10.15368/theses.2013.210

Chicago Manual of Style (16th Edition):

Noche, Ron Edward. “Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay.” 2013. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1130 ; 10.15368/theses.2013.210.

MLA Handbook (7th Edition):

Noche, Ron Edward. “Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay.” 2013. Web. 13 Nov 2019.

Vancouver:

Noche RE. Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay. [Internet] [Masters thesis]. Cal Poly; 2013. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1130 ; 10.15368/theses.2013.210.

Council of Science Editors:

Noche RE. Scale Model Shake Table Testing of Seismic Earth Pressures in Soft Clay. [Masters Thesis]. Cal Poly; 2013. Available from: https://digitalcommons.calpoly.edu/theses/1130 ; 10.15368/theses.2013.210


University of Connecticut

9. Higgins, William T, IV. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  This thesis describes the development of a constitutive model for simulating the high strain-rate behavior of sands and demonstrates the use of the model… (more)

Subjects/Keywords: Geotechnical; Finite Element Analysis; Constitutive Modelling

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APA (6th Edition):

Higgins, William T, I. (2011). Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/149

Chicago Manual of Style (16th Edition):

Higgins, William T, IV. “Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.” 2011. Masters Thesis, University of Connecticut. Accessed November 13, 2019. https://opencommons.uconn.edu/gs_theses/149.

MLA Handbook (7th Edition):

Higgins, William T, IV. “Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast.” 2011. Web. 13 Nov 2019.

Vancouver:

Higgins, William T I. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Nov 13]. Available from: https://opencommons.uconn.edu/gs_theses/149.

Council of Science Editors:

Higgins, William T I. Development of a High Strain-Rate Constitutive Model for Sands and its Application in Finite Element Analysis of Tunnels Subjected to Blast. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/149


University of Colorado

10. McLay, Devon Thomas. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.

Degree: MS, 2013, University of Colorado

 Underground structures have generally performed well during past earthquakes. Yet, there are notable exceptions that indicate the need for their proper seismic design. There are… (more)

Subjects/Keywords: centrifuge modeling; geotechnical earthquake engineering; numerical modeling; retaining structures; seismic earth pressure; underground reservior; Engineering; Geotechnical Engineering

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APA (6th Edition):

McLay, D. T. (2013). Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/313

Chicago Manual of Style (16th Edition):

McLay, Devon Thomas. “Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.” 2013. Masters Thesis, University of Colorado. Accessed November 13, 2019. https://scholar.colorado.edu/cven_gradetds/313.

MLA Handbook (7th Edition):

McLay, Devon Thomas. “Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.” 2013. Web. 13 Nov 2019.

Vancouver:

McLay DT. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 13]. Available from: https://scholar.colorado.edu/cven_gradetds/313.

Council of Science Editors:

McLay DT. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/313


Cal Poly

11. Olsen, Gregory R. Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications.

Degree: MS, Civil and Environmental Engineering, 2011, Cal Poly

  An investigation was conducted related to the dimensional stability of geosynthetic clay liners (GCLs) in landfill applications. Multiple occurrences of panel separation of overlap… (more)

Subjects/Keywords: geotechnical; geoenvironmental; shrinkage; geosynthetic; panel separation; Civil Engineering; Construction Engineering and Management; Environmental Engineering; Geotechnical Engineering; Other Civil and Environmental Engineering

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APA (6th Edition):

Olsen, G. R. (2011). Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/651 ; 10.15368/theses.2011.209

Chicago Manual of Style (16th Edition):

Olsen, Gregory R. “Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications.” 2011. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/651 ; 10.15368/theses.2011.209.

MLA Handbook (7th Edition):

Olsen, Gregory R. “Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications.” 2011. Web. 13 Nov 2019.

Vancouver:

Olsen GR. Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications. [Internet] [Masters thesis]. Cal Poly; 2011. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/651 ; 10.15368/theses.2011.209.

Council of Science Editors:

Olsen GR. Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications. [Masters Thesis]. Cal Poly; 2011. Available from: https://digitalcommons.calpoly.edu/theses/651 ; 10.15368/theses.2011.209


University of New Orleans

12. Bou-Mekhayel, Myriam. Geotechnical and Geothermal Properties of Louisiana Coastal Sediments.

Degree: MS, Civil and Environmental Engineering, 2019, University of New Orleans

  Land loss in South Louisiana is increasing at a fairly rapid rate. In an effort to reduce land loss and save the marshes of… (more)

Subjects/Keywords: Coastal, Geotechnical, Geothermal Energy, Correlation, Soil Properties; Civil and Environmental Engineering; Geotechnical Engineering; Other Civil and Environmental Engineering

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APA (6th Edition):

Bou-Mekhayel, M. (2019). Geotechnical and Geothermal Properties of Louisiana Coastal Sediments. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2589

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):

Bou-Mekhayel, Myriam. “Geotechnical and Geothermal Properties of Louisiana Coastal Sediments.” 2019. Thesis, University of New Orleans. Accessed November 13, 2019. https://scholarworks.uno.edu/td/2589.

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

MLA Handbook (7th Edition):

Bou-Mekhayel, Myriam. “Geotechnical and Geothermal Properties of Louisiana Coastal Sediments.” 2019. Web. 13 Nov 2019.

Vancouver:

Bou-Mekhayel M. Geotechnical and Geothermal Properties of Louisiana Coastal Sediments. [Internet] [Thesis]. University of New Orleans; 2019. [cited 2019 Nov 13]. Available from: https://scholarworks.uno.edu/td/2589.

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

Council of Science Editors:

Bou-Mekhayel M. Geotechnical and Geothermal Properties of Louisiana Coastal Sediments. [Thesis]. University of New Orleans; 2019. Available from: https://scholarworks.uno.edu/td/2589

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


Purdue University

13. Shen, Meng. Rheological Properties of Laponite And Chemically Modified Laponite Suspensions.

Degree: MS, Civil Engineering, 2014, Purdue University

  This research investigates the rheological properties of concentrated laponite RD suspensions modified through the addition of laponite RDS and sodium pyrophosphate (SPP). The work… (more)

Subjects/Keywords: Applied sciences; Laponite; Modification; Rheological; Sodium pyrophosphate; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Shen, M. (2014). Rheological Properties of Laponite And Chemically Modified Laponite Suspensions. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/253

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):

Shen, Meng. “Rheological Properties of Laponite And Chemically Modified Laponite Suspensions.” 2014. Thesis, Purdue University. Accessed November 13, 2019. http://docs.lib.purdue.edu/open_access_theses/253.

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

MLA Handbook (7th Edition):

Shen, Meng. “Rheological Properties of Laponite And Chemically Modified Laponite Suspensions.” 2014. Web. 13 Nov 2019.

Vancouver:

Shen M. Rheological Properties of Laponite And Chemically Modified Laponite Suspensions. [Internet] [Thesis]. Purdue University; 2014. [cited 2019 Nov 13]. Available from: http://docs.lib.purdue.edu/open_access_theses/253.

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

Council of Science Editors:

Shen M. Rheological Properties of Laponite And Chemically Modified Laponite Suspensions. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/253

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


Michigan Technological University

14. Zwissler, Bonnie Elizabeth. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.

Degree: MS, Department of Civil and Environmental Engineering, 2013, Michigan Technological University

  The Calvert Cliffs, which form much of the western coastline of the Chesapeake Bay in Calvert County, Maryland, are actively eroding and destabilizing, resulting… (more)

Subjects/Keywords: Cliff Recession; Freeze-Thaw; Slope Stability; Civil Engineering; Geology; Geotechnical Engineering

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APA (6th Edition):

Zwissler, B. E. (2013). A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/491

Chicago Manual of Style (16th Edition):

Zwissler, Bonnie Elizabeth. “A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.” 2013. Masters Thesis, Michigan Technological University. Accessed November 13, 2019. http://digitalcommons.mtu.edu/etds/491.

MLA Handbook (7th Edition):

Zwissler, Bonnie Elizabeth. “A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND.” 2013. Web. 13 Nov 2019.

Vancouver:

Zwissler BE. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. [Internet] [Masters thesis]. Michigan Technological University; 2013. [cited 2019 Nov 13]. Available from: http://digitalcommons.mtu.edu/etds/491.

Council of Science Editors:

Zwissler BE. A STUDY OF THE IMPACTS OF FREEZE-THAW ON CLIFF RECESSION AT THE CALVERT CLIFFS IN CALVERT COUNTY, MARYLAND. [Masters Thesis]. Michigan Technological University; 2013. Available from: http://digitalcommons.mtu.edu/etds/491


Michigan Technological University

15. Justice, Samantha M. APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING.

Degree: MS, Department of Geological and Mining Engineering and Sciences, 2015, Michigan Technological University

  Rockfall hazards are a significant and ongoing threat to infrastructure located within steep terrain. Assessing the relative hazard along a transportation corridor is important… (more)

Subjects/Keywords: LiDAR; Photogrammetry; Hazard Rating; SMR; Geotechnical Asset Management; Earth Sciences; Geology

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APA (6th Edition):

Justice, S. M. (2015). APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/979

Chicago Manual of Style (16th Edition):

Justice, Samantha M. “APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING.” 2015. Masters Thesis, Michigan Technological University. Accessed November 13, 2019. http://digitalcommons.mtu.edu/etds/979.

MLA Handbook (7th Edition):

Justice, Samantha M. “APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING.” 2015. Web. 13 Nov 2019.

Vancouver:

Justice SM. APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING. [Internet] [Masters thesis]. Michigan Technological University; 2015. [cited 2019 Nov 13]. Available from: http://digitalcommons.mtu.edu/etds/979.

Council of Science Editors:

Justice SM. APPLICATION OF A HAZARD RATING SYSTEM FOR ROCK SLOPES ALONG A TRANSPORTATION CORRIDOR USING REMOTE SENSING. [Masters Thesis]. Michigan Technological University; 2015. Available from: http://digitalcommons.mtu.edu/etds/979


Clemson University

16. Shrestha, Shweta. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.

Degree: MS, Civil Engineering, 2015, Clemson University

 Wind turbines play a vital role in producing sustainable and clean energy to fulfill the growing energy needs. Energy generated from wind turbines being more… (more)

Subjects/Keywords: foundation; geotechnical; piled-raft; pile group; wind turbine; Civil Engineering

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

APA (6th Edition):

Shrestha, S. (2015). DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2291

Chicago Manual of Style (16th Edition):

Shrestha, Shweta. “DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.” 2015. Masters Thesis, Clemson University. Accessed November 13, 2019. https://tigerprints.clemson.edu/all_theses/2291.

MLA Handbook (7th Edition):

Shrestha, Shweta. “DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.” 2015. Web. 13 Nov 2019.

Vancouver:

Shrestha S. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. [Internet] [Masters thesis]. Clemson University; 2015. [cited 2019 Nov 13]. Available from: https://tigerprints.clemson.edu/all_theses/2291.

Council of Science Editors:

Shrestha S. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. [Masters Thesis]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_theses/2291

17. Coen, Adam. SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING.

Degree: MS, 2016, University of New Hampshire

  In the spring of 2014, the University of New Hampshire was approached by the New Hampshire Department of Transportation to provide engineering services for… (more)

Subjects/Keywords: Clay; Embankment; Geotechnical; In Situ; Marine; Settlement; Civil engineering; Geotechnology

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APA (6th Edition):

Coen, A. (2016). SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1172

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):

Coen, Adam. “SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING.” 2016. Thesis, University of New Hampshire. Accessed November 13, 2019. https://scholars.unh.edu/thesis/1172.

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

MLA Handbook (7th Edition):

Coen, Adam. “SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING.” 2016. Web. 13 Nov 2019.

Vancouver:

Coen A. SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING. [Internet] [Thesis]. University of New Hampshire; 2016. [cited 2019 Nov 13]. Available from: https://scholars.unh.edu/thesis/1172.

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

Council of Science Editors:

Coen A. SETTLEMENT PREDICTIONS OF HIGHWAY EMBANKMENTS ON MARINE CLAY USING IN SITU GEOTECHNICAL TESTING. [Thesis]. University of New Hampshire; 2016. Available from: https://scholars.unh.edu/thesis/1172

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


University of Colorado

18. Gillis, Kenneth Miles. Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling.

Degree: MS, 2013, University of Colorado

  When investigating the seismic response of buried structures in geotechnical experiments, a reliable measure of dynamic earth pressure is necessary. Tactile pressure sensors are… (more)

Subjects/Keywords: calibration; centrifuge; geotechnical; pressure; sensor; tactile; Civil Engineering

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APA (6th Edition):

Gillis, K. M. (2013). Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/335

Chicago Manual of Style (16th Edition):

Gillis, Kenneth Miles. “Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling.” 2013. Masters Thesis, University of Colorado. Accessed November 13, 2019. https://scholar.colorado.edu/cven_gradetds/335.

MLA Handbook (7th Edition):

Gillis, Kenneth Miles. “Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling.” 2013. Web. 13 Nov 2019.

Vancouver:

Gillis KM. Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 13]. Available from: https://scholar.colorado.edu/cven_gradetds/335.

Council of Science Editors:

Gillis KM. Tactile Pressure Sensor Calibration Methods and Data Analysis for Geotechnical Centrifuge Modeling. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/335


Michigan Technological University

19. ACCIARO, MARIA DILETTA. PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA).

Degree: MS, Department of Geological and Mining Engineering and Sciences, 2018, Michigan Technological University

  The Enguri Dam forms a reservoir in a seismically active area in the foothills of the Caucasus Mountain range near Jvari, Georgia. The slopes… (more)

Subjects/Keywords: Landslides; Natural Hazard; Georgia; Dam; Geological Engineering; Geotechnical Engineering; Risk Analysis

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APA (6th Edition):

ACCIARO, M. D. (2018). PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA). (Masters Thesis). Michigan Technological University. Retrieved from https://digitalcommons.mtu.edu/etdr/640

Chicago Manual of Style (16th Edition):

ACCIARO, MARIA DILETTA. “PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA).” 2018. Masters Thesis, Michigan Technological University. Accessed November 13, 2019. https://digitalcommons.mtu.edu/etdr/640.

MLA Handbook (7th Edition):

ACCIARO, MARIA DILETTA. “PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA).” 2018. Web. 13 Nov 2019.

Vancouver:

ACCIARO MD. PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA). [Internet] [Masters thesis]. Michigan Technological University; 2018. [cited 2019 Nov 13]. Available from: https://digitalcommons.mtu.edu/etdr/640.

Council of Science Editors:

ACCIARO MD. PROBABILISTIC REGIONAL LANDSLIDE HAZARD ASSESSMENT FOR THE ENGURI DAM (JIVARI, GEORGIA). [Masters Thesis]. Michigan Technological University; 2018. Available from: https://digitalcommons.mtu.edu/etdr/640


Cal Poly

20. Honnette, Taylor R. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.

Degree: MS, Civil and Environmental Engineering, 2018, Cal Poly

  This research consists of full-scale cyclic shake table tests to investigate liquefied residual strength of2/16 Monterey Sand. A simple shear testing apparatus was mounted… (more)

Subjects/Keywords: Liquefaction; Earthquake response; Seismic response; Cyclic; Geotechnical Engineering

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APA (6th Edition):

Honnette, T. R. (2018). Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1998

Chicago Manual of Style (16th Edition):

Honnette, Taylor R. “Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.” 2018. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1998.

MLA Handbook (7th Edition):

Honnette, Taylor R. “Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.” 2018. Web. 13 Nov 2019.

Vancouver:

Honnette TR. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. [Internet] [Masters thesis]. Cal Poly; 2018. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1998.

Council of Science Editors:

Honnette TR. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. [Masters Thesis]. Cal Poly; 2018. Available from: https://digitalcommons.calpoly.edu/theses/1998

21. Carswell, Wystan. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.

Degree: MS, Civil Engineering, 2012, University of Massachusetts

  A literature review of current design and analysis methods for offshore wind turbine (OWT) foundations is presented, focusing primarily on the monopile foundation. Laterally… (more)

Subjects/Keywords: reliability; monopile foundation; offshore wind turbine; Geotechnical Engineering; Structural Engineering

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

APA (6th Edition):

Carswell, W. (2012). Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/848

Chicago Manual of Style (16th Edition):

Carswell, Wystan. “Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.” 2012. Masters Thesis, University of Massachusetts. Accessed November 13, 2019. https://scholarworks.umass.edu/theses/848.

MLA Handbook (7th Edition):

Carswell, Wystan. “Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.” 2012. Web. 13 Nov 2019.

Vancouver:

Carswell W. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. [Internet] [Masters thesis]. University of Massachusetts; 2012. [cited 2019 Nov 13]. Available from: https://scholarworks.umass.edu/theses/848.

Council of Science Editors:

Carswell W. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. [Masters Thesis]. University of Massachusetts; 2012. Available from: https://scholarworks.umass.edu/theses/848


University of New Orleans

22. Scherer, Rebecca Elizabeth. Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload.

Degree: MS, Civil and Environmental Engineering, 2011, University of New Orleans

 In the design of tank foundations several design techniques are considered. This study focuses on grade supported tanks constructed under an extensive preload and instrumentation… (more)

Subjects/Keywords: Settlement; Consolidation; Geotechnical; Tank Foundations; Wick Drains; Instrumentation

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APA (6th Edition):

Scherer, R. E. (2011). Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1345

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):

Scherer, Rebecca Elizabeth. “Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload.” 2011. Thesis, University of New Orleans. Accessed November 13, 2019. https://scholarworks.uno.edu/td/1345.

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

MLA Handbook (7th Edition):

Scherer, Rebecca Elizabeth. “Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload.” 2011. Web. 13 Nov 2019.

Vancouver:

Scherer RE. Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload. [Internet] [Thesis]. University of New Orleans; 2011. [cited 2019 Nov 13]. Available from: https://scholarworks.uno.edu/td/1345.

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

Council of Science Editors:

Scherer RE. Settlement Analyses of Grade Supported Tanks Constructed with the Use of Prefabricated Wick Drains and an Earth Preload. [Thesis]. University of New Orleans; 2011. Available from: https://scholarworks.uno.edu/td/1345

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


Cal Poly

23. Grolle, Michael A. Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS).

Degree: MS, Civil and Environmental Engineering, 2015, Cal Poly

  The caving/sloughing of sandy layers into drilled shafts is a common and costly phenomenon in the drilling industry. A prototype soil-testing device known as… (more)

Subjects/Keywords: Caving; CPT; Drilling; Fines; Sand; Sloughing; Geotechnical Engineering

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APA (6th Edition):

Grolle, M. A. (2015). Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS). (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1371 ; 10.15368/theses.2015.24

Chicago Manual of Style (16th Edition):

Grolle, Michael A. “Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS).” 2015. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1371 ; 10.15368/theses.2015.24.

MLA Handbook (7th Edition):

Grolle, Michael A. “Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS).” 2015. Web. 13 Nov 2019.

Vancouver:

Grolle MA. Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS). [Internet] [Masters thesis]. Cal Poly; 2015. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1371 ; 10.15368/theses.2015.24.

Council of Science Editors:

Grolle MA. Development and Lab Calibration of the Pnuematic In-situ Soil Caving Index Sampler (PISCIS). [Masters Thesis]. Cal Poly; 2015. Available from: https://digitalcommons.calpoly.edu/theses/1371 ; 10.15368/theses.2015.24


Cal Poly

24. Wagstaffe, Daniel Raymond. Spatial Variability of Soil Velocity using Passive Surface Wave Testing.

Degree: MS, Civil and Environmental Engineering, 2015, Cal Poly

  Lifelines such as highways, pipelines, telecommunication lines, and powerlines provide communities with vital services, and their functionality is dependent upon the foundation soil that… (more)

Subjects/Keywords: SPAC; surface waves; spatial statistics; geostatistics; lifelines; Geotechnical Engineering

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APA (6th Edition):

Wagstaffe, D. R. (2015). Spatial Variability of Soil Velocity using Passive Surface Wave Testing. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1526 ; 10.15368/theses.2015.177

Chicago Manual of Style (16th Edition):

Wagstaffe, Daniel Raymond. “Spatial Variability of Soil Velocity using Passive Surface Wave Testing.” 2015. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1526 ; 10.15368/theses.2015.177.

MLA Handbook (7th Edition):

Wagstaffe, Daniel Raymond. “Spatial Variability of Soil Velocity using Passive Surface Wave Testing.” 2015. Web. 13 Nov 2019.

Vancouver:

Wagstaffe DR. Spatial Variability of Soil Velocity using Passive Surface Wave Testing. [Internet] [Masters thesis]. Cal Poly; 2015. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1526 ; 10.15368/theses.2015.177.

Council of Science Editors:

Wagstaffe DR. Spatial Variability of Soil Velocity using Passive Surface Wave Testing. [Masters Thesis]. Cal Poly; 2015. Available from: https://digitalcommons.calpoly.edu/theses/1526 ; 10.15368/theses.2015.177


Cal Poly

25. Iannelli, Michael. Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis.

Degree: MS, Civil and Environmental Engineering, 2016, Cal Poly

  Seismic pressures on displacing or rigid retaining or basement walls have been derived based on the original work of Mononobe and Okabe, who used… (more)

Subjects/Keywords: soil-structure interaction; Mononobe-Okabe; ABAQUS; Retaining Wall; Geotechnical Engineering

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APA (6th Edition):

Iannelli, M. (2016). Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1724

Chicago Manual of Style (16th Edition):

Iannelli, Michael. “Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis.” 2016. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1724.

MLA Handbook (7th Edition):

Iannelli, Michael. “Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis.” 2016. Web. 13 Nov 2019.

Vancouver:

Iannelli M. Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis. [Internet] [Masters thesis]. Cal Poly; 2016. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1724.

Council of Science Editors:

Iannelli M. Determination of Seismic Earth Pressures on Retaining Walls through Finite Element Analysis. [Masters Thesis]. Cal Poly; 2016. Available from: https://digitalcommons.calpoly.edu/theses/1724


Cal Poly

26. Buelna, Moises I. THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION.

Degree: MS, Civil and Environmental Engineering, 2017, Cal Poly

  A nonlinear Mohr-Coulomb constitutive model with a strain dependent yield surface and non-associated flow was employed to study the plastic soil properties which affect… (more)

Subjects/Keywords: Fault Rupture; Mohr-Coulomb Failure; Soil Plasticity; Engineering Mechanics; Geotechnical Engineering

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APA (6th Edition):

Buelna, M. I. (2017). THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1804

Chicago Manual of Style (16th Edition):

Buelna, Moises I. “THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION.” 2017. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/1804.

MLA Handbook (7th Edition):

Buelna, Moises I. “THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION.” 2017. Web. 13 Nov 2019.

Vancouver:

Buelna MI. THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION. [Internet] [Masters thesis]. Cal Poly; 2017. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/1804.

Council of Science Editors:

Buelna MI. THE ROLE OF SOIL STIFFNESS IN REVERSE FAULT RUPTURE PROPAGATION. [Masters Thesis]. Cal Poly; 2017. Available from: https://digitalcommons.calpoly.edu/theses/1804


Florida Atlantic University

27. Waganaar, Spencer. Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills.

Degree: MS, 2016, Florida Atlantic University

Summary: The characterization of silty soils is usually designated by the percentage of silt contained within the soil matrix, along with the soil’s void ratio,… (more)

Subjects/Keywords: Slopes (Soil mechanics); Soils.; Soil liquefaction.; Geotechnical engineering.

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APA (6th Edition):

Waganaar, S. (2016). Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004639 ; (URL) http://purl.flvc.org/fau/fd/FA00004639

Chicago Manual of Style (16th Edition):

Waganaar, Spencer. “Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills.” 2016. Masters Thesis, Florida Atlantic University. Accessed November 13, 2019. http://purl.flvc.org/fau/fd/FA00004639 ; (URL) http://purl.flvc.org/fau/fd/FA00004639.

MLA Handbook (7th Edition):

Waganaar, Spencer. “Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills.” 2016. Web. 13 Nov 2019.

Vancouver:

Waganaar S. Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills. [Internet] [Masters thesis]. Florida Atlantic University; 2016. [cited 2019 Nov 13]. Available from: http://purl.flvc.org/fau/fd/FA00004639 ; (URL) http://purl.flvc.org/fau/fd/FA00004639.

Council of Science Editors:

Waganaar S. Influence of Median Grain Size Ratio on the Strength and Liquefaction Potential of Loose Granular Fills. [Masters Thesis]. Florida Atlantic University; 2016. Available from: http://purl.flvc.org/fau/fd/FA00004639 ; (URL) http://purl.flvc.org/fau/fd/FA00004639


Arizona State University

28. Czupak, Zbigniew David. Stabilization and Imaging of Cohesionless Soil Specimens.

Degree: MS, Civil Engineering, 2011, Arizona State University

 This dissertation describes development of a procedure for obtaining high quality, optical grade sand coupons from frozen sand specimens of Ottawa 20/30 sand for image… (more)

Subjects/Keywords: Civil Engineering; cohesionless soil; geotechnical; ImageJ; imaging; opticla epoxy; stabilization

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APA (6th Edition):

Czupak, Z. D. (2011). Stabilization and Imaging of Cohesionless Soil Specimens. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/9423

Chicago Manual of Style (16th Edition):

Czupak, Zbigniew David. “Stabilization and Imaging of Cohesionless Soil Specimens.” 2011. Masters Thesis, Arizona State University. Accessed November 13, 2019. http://repository.asu.edu/items/9423.

MLA Handbook (7th Edition):

Czupak, Zbigniew David. “Stabilization and Imaging of Cohesionless Soil Specimens.” 2011. Web. 13 Nov 2019.

Vancouver:

Czupak ZD. Stabilization and Imaging of Cohesionless Soil Specimens. [Internet] [Masters thesis]. Arizona State University; 2011. [cited 2019 Nov 13]. Available from: http://repository.asu.edu/items/9423.

Council of Science Editors:

Czupak ZD. Stabilization and Imaging of Cohesionless Soil Specimens. [Masters Thesis]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/9423


Arizona State University

29. Schaper, Jeffery Michael. Creep Characteristics and Shear Strength of Recycled Asphalt Blends.

Degree: MS, Civil Engineering, 2011, Arizona State University

 The trend towards using recycled materials on new construction projects is growing as the cost for construction materials are ever increasing and the awareness of… (more)

Subjects/Keywords: Civil Engineering; Sustainability; Geotechnical; RAP; RAP Blends; Recycled Asphalt Product

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APA (6th Edition):

Schaper, J. M. (2011). Creep Characteristics and Shear Strength of Recycled Asphalt Blends. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/8977

Chicago Manual of Style (16th Edition):

Schaper, Jeffery Michael. “Creep Characteristics and Shear Strength of Recycled Asphalt Blends.” 2011. Masters Thesis, Arizona State University. Accessed November 13, 2019. http://repository.asu.edu/items/8977.

MLA Handbook (7th Edition):

Schaper, Jeffery Michael. “Creep Characteristics and Shear Strength of Recycled Asphalt Blends.” 2011. Web. 13 Nov 2019.

Vancouver:

Schaper JM. Creep Characteristics and Shear Strength of Recycled Asphalt Blends. [Internet] [Masters thesis]. Arizona State University; 2011. [cited 2019 Nov 13]. Available from: http://repository.asu.edu/items/8977.

Council of Science Editors:

Schaper JM. Creep Characteristics and Shear Strength of Recycled Asphalt Blends. [Masters Thesis]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/8977


Cal Poly

30. Schmidt, Jonathan Paul. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.

Degree: MS, Civil and Environmental Engineering, 2019, Cal Poly

  Soil liquefaction, or loss of strength due to excess pore water pressures generated during dynamic loading, is a main cause of damage during earthquakes.… (more)

Subjects/Keywords: liquefaction; CPT; Bayesian statistics; predictive modeling; earthquake engineering; Geotechnical Engineering

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APA (6th Edition):

Schmidt, J. P. (2019). A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2055

Chicago Manual of Style (16th Edition):

Schmidt, Jonathan Paul. “A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.” 2019. Masters Thesis, Cal Poly. Accessed November 13, 2019. https://digitalcommons.calpoly.edu/theses/2055.

MLA Handbook (7th Edition):

Schmidt, Jonathan Paul. “A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.” 2019. Web. 13 Nov 2019.

Vancouver:

Schmidt JP. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. [Internet] [Masters thesis]. Cal Poly; 2019. [cited 2019 Nov 13]. Available from: https://digitalcommons.calpoly.edu/theses/2055.

Council of Science Editors:

Schmidt JP. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. [Masters Thesis]. Cal Poly; 2019. Available from: https://digitalcommons.calpoly.edu/theses/2055

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