Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of Missouri – Columbia" +contributor:("Likos, William J."). Showing records 1 – 6 of 6 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


University of Missouri – Columbia

1. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 February 24, 2020. 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. 24 Feb 2020.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Feb 24]. 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


University of Missouri – Columbia

2. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 https://doi.org/10.32469/10355/36672

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 February 24, 2020. https://doi.org/10.32469/10355/36672.

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. 24 Feb 2020.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Feb 24]. Available from: https://doi.org/10.32469/10355/36672.

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: https://doi.org/10.32469/10355/36672

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


University of Missouri – Columbia

3. Baltodano-Goulding, Rafael. Tensile strength, shear strength, and effective stress for unsaturated sand.

Degree: PhD, 2006, University of Missouri – Columbia

 It is generally accepted in geotechnical engineering that non-cohesive materials such as sands exhibit no or negligible tensile strength. However, there is significant evidence that… (more)

Subjects/Keywords: Shear strength of soils; Sand; Soils  – Composition

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Baltodano-Goulding, R. (2006). Tensile strength, shear strength, and effective stress for unsaturated sand. (Doctoral Dissertation). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/4364

Chicago Manual of Style (16th Edition):

Baltodano-Goulding, Rafael. “Tensile strength, shear strength, and effective stress for unsaturated sand.” 2006. Doctoral Dissertation, University of Missouri – Columbia. Accessed February 24, 2020. https://doi.org/10.32469/10355/4364.

MLA Handbook (7th Edition):

Baltodano-Goulding, Rafael. “Tensile strength, shear strength, and effective stress for unsaturated sand.” 2006. Web. 24 Feb 2020.

Vancouver:

Baltodano-Goulding R. Tensile strength, shear strength, and effective stress for unsaturated sand. [Internet] [Doctoral dissertation]. University of Missouri – Columbia; 2006. [cited 2020 Feb 24]. Available from: https://doi.org/10.32469/10355/4364.

Council of Science Editors:

Baltodano-Goulding R. Tensile strength, shear strength, and effective stress for unsaturated sand. [Doctoral Dissertation]. University of Missouri – Columbia; 2006. Available from: https://doi.org/10.32469/10355/4364


University of Missouri – Columbia

4. Bergsten, Joshua. Sorption and leaching characteristics of heavy metals in artificial soil.

Degree: 2006, University of Missouri – Columbia

 The objective of this study was to investigate the heavy metal sorption and leaching characteristics of an "artificial soil" formed by blending industrial and municipal… (more)

Subjects/Keywords: Soil absorption and adsorption; Leaching; Soils  – Leaching; Sewage sludge; Yard waste; Coal ash

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bergsten, J. (2006). Sorption and leaching characteristics of heavy metals in artificial soil. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/4617

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):

Bergsten, Joshua. “Sorption and leaching characteristics of heavy metals in artificial soil.” 2006. Thesis, University of Missouri – Columbia. Accessed February 24, 2020. https://doi.org/10.32469/10355/4617.

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

MLA Handbook (7th Edition):

Bergsten, Joshua. “Sorption and leaching characteristics of heavy metals in artificial soil.” 2006. Web. 24 Feb 2020.

Vancouver:

Bergsten J. Sorption and leaching characteristics of heavy metals in artificial soil. [Internet] [Thesis]. University of Missouri – Columbia; 2006. [cited 2020 Feb 24]. Available from: https://doi.org/10.32469/10355/4617.

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

Council of Science Editors:

Bergsten J. Sorption and leaching characteristics of heavy metals in artificial soil. [Thesis]. University of Missouri – Columbia; 2006. Available from: https://doi.org/10.32469/10355/4617

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


University of Missouri – Columbia

5. Wayllace, Alexandra. Volume change and swelling pressure of expansive clay in the crystalline swelling regime.

Degree: 2008, University of Missouri – Columbia

 A significant amount of research has been carried out to characterize expansive clay behavior from either microstructural or macrostructural perspectives; however, there exists a current… (more)

Subjects/Keywords: Clay soils; Soil-structure interaction; Engineering geology; Smectite

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wayllace, A. (2008). Volume change and swelling pressure of expansive clay in the crystalline swelling regime. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/7110

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):

Wayllace, Alexandra. “Volume change and swelling pressure of expansive clay in the crystalline swelling regime.” 2008. Thesis, University of Missouri – Columbia. Accessed February 24, 2020. https://doi.org/10.32469/10355/7110.

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

MLA Handbook (7th Edition):

Wayllace, Alexandra. “Volume change and swelling pressure of expansive clay in the crystalline swelling regime.” 2008. Web. 24 Feb 2020.

Vancouver:

Wayllace A. Volume change and swelling pressure of expansive clay in the crystalline swelling regime. [Internet] [Thesis]. University of Missouri – Columbia; 2008. [cited 2020 Feb 24]. Available from: https://doi.org/10.32469/10355/7110.

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

Council of Science Editors:

Wayllace A. Volume change and swelling pressure of expansive clay in the crystalline swelling regime. [Thesis]. University of Missouri – Columbia; 2008. Available from: https://doi.org/10.32469/10355/7110

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


University of Missouri – Columbia

6. Baltodano-Goulding, Rafael. Tensile strength, shear strength, and effective stress for unsaturated sand.

Degree: PhD, 2006, University of Missouri – Columbia

 It is generally accepted in geotechnical engineering that non-cohesive materials such as sands exhibit no or negligible tensile strength. However, there is significant evidence that… (more)

Subjects/Keywords: Shear strength of soils; Sand; Soils  – Composition

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Baltodano-Goulding, R. (2006). Tensile strength, shear strength, and effective stress for unsaturated sand. (Doctoral Dissertation). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/4364

Chicago Manual of Style (16th Edition):

Baltodano-Goulding, Rafael. “Tensile strength, shear strength, and effective stress for unsaturated sand.” 2006. Doctoral Dissertation, University of Missouri – Columbia. Accessed February 24, 2020. http://hdl.handle.net/10355/4364.

MLA Handbook (7th Edition):

Baltodano-Goulding, Rafael. “Tensile strength, shear strength, and effective stress for unsaturated sand.” 2006. Web. 24 Feb 2020.

Vancouver:

Baltodano-Goulding R. Tensile strength, shear strength, and effective stress for unsaturated sand. [Internet] [Doctoral dissertation]. University of Missouri – Columbia; 2006. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10355/4364.

Council of Science Editors:

Baltodano-Goulding R. Tensile strength, shear strength, and effective stress for unsaturated sand. [Doctoral Dissertation]. University of Missouri – Columbia; 2006. Available from: http://hdl.handle.net/10355/4364

.