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You searched for subject:(Soil Mechanics). Showing records 1 – 30 of 933 total matches.

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University of Hong Kong

1. Fung, Tsz-tuen. The effect of secondary compression during the primary consolidation phase.

Degree: MS, 2015, University of Hong Kong

It is well known that there is discrepancy in the measured field rate and magnitude of consolidation when compared with those estimated from Terzaghi’s theory… (more)

Subjects/Keywords: Soil mechanics; Clay soil

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APA (6th Edition):

Fung, T. (2015). The effect of secondary compression during the primary consolidation phase. (Masters Thesis). University of Hong Kong. Retrieved from Fung, T. [馮紫端]. (2015). The effect of secondary compression during the primary consolidation phase. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5677172 ; http://dx.doi.org/10.5353/th_b5677172 ; http://hdl.handle.net/10722/223147

Chicago Manual of Style (16th Edition):

Fung, Tsz-tuen. “The effect of secondary compression during the primary consolidation phase.” 2015. Masters Thesis, University of Hong Kong. Accessed January 28, 2020. Fung, T. [馮紫端]. (2015). The effect of secondary compression during the primary consolidation phase. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5677172 ; http://dx.doi.org/10.5353/th_b5677172 ; http://hdl.handle.net/10722/223147.

MLA Handbook (7th Edition):

Fung, Tsz-tuen. “The effect of secondary compression during the primary consolidation phase.” 2015. Web. 28 Jan 2020.

Vancouver:

Fung T. The effect of secondary compression during the primary consolidation phase. [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2020 Jan 28]. Available from: Fung, T. [馮紫端]. (2015). The effect of secondary compression during the primary consolidation phase. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5677172 ; http://dx.doi.org/10.5353/th_b5677172 ; http://hdl.handle.net/10722/223147.

Council of Science Editors:

Fung T. The effect of secondary compression during the primary consolidation phase. [Masters Thesis]. University of Hong Kong; 2015. Available from: Fung, T. [馮紫端]. (2015). The effect of secondary compression during the primary consolidation phase. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5677172 ; http://dx.doi.org/10.5353/th_b5677172 ; http://hdl.handle.net/10722/223147


University of Oklahoma

2. Khoury, Charbel. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.

Degree: PhD, 2010, University of Oklahoma

 This study also explores the effect of hydraulic hysteresis on the resilient modulus (Mr) of subgrade soils. Suction-controlled Mr tests were performed on compacted samples… (more)

Subjects/Keywords: Soil mechanics; Soil moisture; Hysteresis

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APA (6th Edition):

Khoury, C. (2010). INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319125

Chicago Manual of Style (16th Edition):

Khoury, Charbel. “INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.” 2010. Doctoral Dissertation, University of Oklahoma. Accessed January 28, 2020. http://hdl.handle.net/11244/319125.

MLA Handbook (7th Edition):

Khoury, Charbel. “INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES.” 2010. Web. 28 Jan 2020.

Vancouver:

Khoury C. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. [Internet] [Doctoral dissertation]. University of Oklahoma; 2010. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/11244/319125.

Council of Science Editors:

Khoury C. INFLUENCE OF HYDRAULIC HYSTERESIS ON THE MECHANICAL BEHAVIOR OF UNSATURATED SOILS AND INTERFACES. [Doctoral Dissertation]. University of Oklahoma; 2010. Available from: http://hdl.handle.net/11244/319125


Hong Kong University of Science and Technology

3. Jain, Sumit. Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens.

Degree: 2015, Hong Kong University of Science and Technology

 The measurement of suction and volume change during most of the geotechnical experiments is a challenging task due to a variety of limitations in current… (more)

Subjects/Keywords: Soil mechanics ; Measurement ; Soil moisture

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APA (6th Edition):

Jain, S. (2015). Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-78882 ; https://doi.org/10.14711/thesis-b1514740 ; http://repository.ust.hk/ir/bitstream/1783.1-78882/1/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):

Jain, Sumit. “Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed January 28, 2020. http://repository.ust.hk/ir/Record/1783.1-78882 ; https://doi.org/10.14711/thesis-b1514740 ; http://repository.ust.hk/ir/bitstream/1783.1-78882/1/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):

Jain, Sumit. “Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens.” 2015. Web. 28 Jan 2020.

Vancouver:

Jain S. Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2020 Jan 28]. Available from: http://repository.ust.hk/ir/Record/1783.1-78882 ; https://doi.org/10.14711/thesis-b1514740 ; http://repository.ust.hk/ir/bitstream/1783.1-78882/1/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:

Jain S. Development of novel and economical sensing techniques to measure volume change and suction in unsaturated soil specimens. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: http://repository.ust.hk/ir/Record/1783.1-78882 ; https://doi.org/10.14711/thesis-b1514740 ; http://repository.ust.hk/ir/bitstream/1783.1-78882/1/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

4. Zhang, Xiaoyan. Particle breakage in uniform and gap-graded soils.

Degree: PhD, 2015, University of Hong Kong

 This research investigates the particle breakage of uniform and gap-graded soils using a special designed oedometer cell to reach a high stress level and also… (more)

Subjects/Keywords: Powders; Soil mechanics

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APA (6th Edition):

Zhang, X. (2015). Particle breakage in uniform and gap-graded soils. (Doctoral Dissertation). University of Hong Kong. Retrieved from Zhang, X. [张小燕]. (2015). Particle breakage in uniform and gap-graded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5610987 ; http://hdl.handle.net/10722/221169

Chicago Manual of Style (16th Edition):

Zhang, Xiaoyan. “Particle breakage in uniform and gap-graded soils.” 2015. Doctoral Dissertation, University of Hong Kong. Accessed January 28, 2020. Zhang, X. [张小燕]. (2015). Particle breakage in uniform and gap-graded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5610987 ; http://hdl.handle.net/10722/221169.

MLA Handbook (7th Edition):

Zhang, Xiaoyan. “Particle breakage in uniform and gap-graded soils.” 2015. Web. 28 Jan 2020.

Vancouver:

Zhang X. Particle breakage in uniform and gap-graded soils. [Internet] [Doctoral dissertation]. University of Hong Kong; 2015. [cited 2020 Jan 28]. Available from: Zhang, X. [张小燕]. (2015). Particle breakage in uniform and gap-graded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5610987 ; http://hdl.handle.net/10722/221169.

Council of Science Editors:

Zhang X. Particle breakage in uniform and gap-graded soils. [Doctoral Dissertation]. University of Hong Kong; 2015. Available from: Zhang, X. [张小燕]. (2015). Particle breakage in uniform and gap-graded soils. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5610987 ; http://hdl.handle.net/10722/221169


Texas A&M University

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

Degree: 2008, Texas A&M University

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

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Thesis, Texas A&M University. Accessed January 28, 2020. http://hdl.handle.net/1969.1/86016.

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

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 28 Jan 2020.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2020 Jan 28]. 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


Oregon State University

6. Nagpal, Narender Kumar, 1942-. Measurement and interpretation of physical properties of soils.

Degree: PhD, Soils, 1971, Oregon State University

 One of many important physical properties that must be known to understand transport phenomena in soils is pore size distribution. Presently the pore size distributions… (more)

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Nagpal, Narender Kumar, 1. (1971). Measurement and interpretation of physical properties of soils. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/46076

Chicago Manual of Style (16th Edition):

Nagpal, Narender Kumar, 1942-. “Measurement and interpretation of physical properties of soils.” 1971. Doctoral Dissertation, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/46076.

MLA Handbook (7th Edition):

Nagpal, Narender Kumar, 1942-. “Measurement and interpretation of physical properties of soils.” 1971. Web. 28 Jan 2020.

Vancouver:

Nagpal, Narender Kumar 1. Measurement and interpretation of physical properties of soils. [Internet] [Doctoral dissertation]. Oregon State University; 1971. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/46076.

Council of Science Editors:

Nagpal, Narender Kumar 1. Measurement and interpretation of physical properties of soils. [Doctoral Dissertation]. Oregon State University; 1971. Available from: http://hdl.handle.net/1957/46076


University of Hong Kong

7. 林裕宏.; Lam, Yu-wang. Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia.

Degree: MS, 2012, University of Hong Kong

The slope instability occurred in Pos Selim since 1997. Several cut back of the slope had been carried out, however, the instability of the slope… (more)

Subjects/Keywords: Slopes (Soil mechanics) - Malaysia.

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APA (6th Edition):

林裕宏.; Lam, Y. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Masters Thesis). University of Hong Kong. Retrieved from Lam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044 ; http://dx.doi.org/10.5353/th_b4977044 ; http://hdl.handle.net/10722/181854

Chicago Manual of Style (16th Edition):

林裕宏.; Lam, Yu-wang. “Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia.” 2012. Masters Thesis, University of Hong Kong. Accessed January 28, 2020. Lam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044 ; http://dx.doi.org/10.5353/th_b4977044 ; http://hdl.handle.net/10722/181854.

MLA Handbook (7th Edition):

林裕宏.; Lam, Yu-wang. “Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia.” 2012. Web. 28 Jan 2020.

Vancouver:

林裕宏.; Lam Y. Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2020 Jan 28]. Available from: Lam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044 ; http://dx.doi.org/10.5353/th_b4977044 ; http://hdl.handle.net/10722/181854.

Council of Science Editors:

林裕宏.; Lam Y. Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. [Masters Thesis]. University of Hong Kong; 2012. Available from: Lam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044 ; http://dx.doi.org/10.5353/th_b4977044 ; http://hdl.handle.net/10722/181854

8. Srinivasamurthy, Lakshmikanth. Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study.

Degree: MS, Civil and Environmental Engineering, 2012, North Dakota State University

 Expansive soils are widely found in many parts of the world. Highly active smectite clay mineral Montmorillonite is the major constituent in these clays and… (more)

Subjects/Keywords: Swelling soils; Montmorillonite; Soil mechanics

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APA (6th Edition):

Srinivasamurthy, L. (2012). Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study. (Masters Thesis). North Dakota State University. Retrieved from http://hdl.handle.net/10365/26647

Chicago Manual of Style (16th Edition):

Srinivasamurthy, Lakshmikanth. “Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study.” 2012. Masters Thesis, North Dakota State University. Accessed January 28, 2020. http://hdl.handle.net/10365/26647.

MLA Handbook (7th Edition):

Srinivasamurthy, Lakshmikanth. “Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study.” 2012. Web. 28 Jan 2020.

Vancouver:

Srinivasamurthy L. Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study. [Internet] [Masters thesis]. North Dakota State University; 2012. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10365/26647.

Council of Science Editors:

Srinivasamurthy L. Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study. [Masters Thesis]. North Dakota State University; 2012. Available from: http://hdl.handle.net/10365/26647


Oregon State University

9. Martin, Glen Leroy. A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length.

Degree: MS, Civil Engineering, 1961, Oregon State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Martin, G. L. (1961). A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/13875

Chicago Manual of Style (16th Edition):

Martin, Glen Leroy. “A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length.” 1961. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/13875.

MLA Handbook (7th Edition):

Martin, Glen Leroy. “A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length.” 1961. Web. 28 Jan 2020.

Vancouver:

Martin GL. A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length. [Internet] [Masters thesis]. Oregon State University; 1961. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/13875.

Council of Science Editors:

Martin GL. A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length. [Masters Thesis]. Oregon State University; 1961. Available from: http://hdl.handle.net/1957/13875


Oregon State University

10. Ketcheson, Gary Leslie. Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range.

Degree: Hydrology, 1977, Oregon State University

 Mass soil movements of four types; debris avalanche, debris torrent, debris slide and bank slough, were field inventoried in the Oregon Coast Range. A total… (more)

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Ketcheson, G. L. (1977). Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/10147

Chicago Manual of Style (16th Edition):

Ketcheson, Gary Leslie. “Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range.” 1977. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/10147.

MLA Handbook (7th Edition):

Ketcheson, Gary Leslie. “Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range.” 1977. Web. 28 Jan 2020.

Vancouver:

Ketcheson GL. Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range. [Internet] [Masters thesis]. Oregon State University; 1977. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/10147.

Council of Science Editors:

Ketcheson GL. Hydrologic factors and environmental impacts of mass soil movements in the Oregon Coast Range. [Masters Thesis]. Oregon State University; 1977. Available from: http://hdl.handle.net/1957/10147


McGill University

11. Li, U-King. Stress-strain relationships in triaxial compression.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1968, McGill University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Li, U. (1968). Stress-strain relationships in triaxial compression. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile47110.pdf

Chicago Manual of Style (16th Edition):

Li, U-King. “Stress-strain relationships in triaxial compression.” 1968. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile47110.pdf.

MLA Handbook (7th Edition):

Li, U-King. “Stress-strain relationships in triaxial compression.” 1968. Web. 28 Jan 2020.

Vancouver:

Li U. Stress-strain relationships in triaxial compression. [Internet] [Masters thesis]. McGill University; 1968. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile47110.pdf.

Council of Science Editors:

Li U. Stress-strain relationships in triaxial compression. [Masters Thesis]. McGill University; 1968. Available from: http://digitool.library.mcgill.ca/thesisfile47110.pdf


McGill University

12. Desmier, Eric William. Prediction of soil cutting forces.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1970, McGill University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Desmier, E. W. (1970). Prediction of soil cutting forces. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile49089.pdf

Chicago Manual of Style (16th Edition):

Desmier, Eric William. “Prediction of soil cutting forces.” 1970. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile49089.pdf.

MLA Handbook (7th Edition):

Desmier, Eric William. “Prediction of soil cutting forces.” 1970. Web. 28 Jan 2020.

Vancouver:

Desmier EW. Prediction of soil cutting forces. [Internet] [Masters thesis]. McGill University; 1970. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile49089.pdf.

Council of Science Editors:

Desmier EW. Prediction of soil cutting forces. [Masters Thesis]. McGill University; 1970. Available from: http://digitool.library.mcgill.ca/thesisfile49089.pdf


McGill University

13. Youssef, Abdel Fattah A. Energy analysis for vane-cone prediction of wheel-soil interaction.

Degree: PhD, Department of Civil Engineering and Applied Mechanics, 1977, McGill University

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Youssef, A. F. A. (1977). Energy analysis for vane-cone prediction of wheel-soil interaction. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile76207.pdf

Chicago Manual of Style (16th Edition):

Youssef, Abdel Fattah A. “Energy analysis for vane-cone prediction of wheel-soil interaction.” 1977. Doctoral Dissertation, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile76207.pdf.

MLA Handbook (7th Edition):

Youssef, Abdel Fattah A. “Energy analysis for vane-cone prediction of wheel-soil interaction.” 1977. Web. 28 Jan 2020.

Vancouver:

Youssef AFA. Energy analysis for vane-cone prediction of wheel-soil interaction. [Internet] [Doctoral dissertation]. McGill University; 1977. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile76207.pdf.

Council of Science Editors:

Youssef AFA. Energy analysis for vane-cone prediction of wheel-soil interaction. [Doctoral Dissertation]. McGill University; 1977. Available from: http://digitool.library.mcgill.ca/thesisfile76207.pdf


McGill University

14. Yatabe, Kenjiro. Simultaneous transport of water and salt during horizontal infiltration.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1977, McGill University

Note:

The movement of water and salt in soils, and the associated changes in matric and solute potentials, are influenced by the initial distribution of… (more)

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Yatabe, K. (1977). Simultaneous transport of water and salt during horizontal infiltration. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile150364.pdf

Chicago Manual of Style (16th Edition):

Yatabe, Kenjiro. “Simultaneous transport of water and salt during horizontal infiltration.” 1977. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile150364.pdf.

MLA Handbook (7th Edition):

Yatabe, Kenjiro. “Simultaneous transport of water and salt during horizontal infiltration.” 1977. Web. 28 Jan 2020.

Vancouver:

Yatabe K. Simultaneous transport of water and salt during horizontal infiltration. [Internet] [Masters thesis]. McGill University; 1977. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile150364.pdf.

Council of Science Editors:

Yatabe K. Simultaneous transport of water and salt during horizontal infiltration. [Masters Thesis]. McGill University; 1977. Available from: http://digitool.library.mcgill.ca/thesisfile150364.pdf


McGill University

15. Elmamlouk, Hussein H. Energy analysis and prediction of track-soil interaction.

Degree: PhD, Department of Civil Engineering and Applied Mechanics, 1980, McGill University

Interaction between rigid and flexible track-grouser systems with a clay soil is examined in order to obtain a better understanding of the manner in which… (more)

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Elmamlouk, H. H. (1980). Energy analysis and prediction of track-soil interaction. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile68494.pdf

Chicago Manual of Style (16th Edition):

Elmamlouk, Hussein H. “Energy analysis and prediction of track-soil interaction.” 1980. Doctoral Dissertation, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile68494.pdf.

MLA Handbook (7th Edition):

Elmamlouk, Hussein H. “Energy analysis and prediction of track-soil interaction.” 1980. Web. 28 Jan 2020.

Vancouver:

Elmamlouk HH. Energy analysis and prediction of track-soil interaction. [Internet] [Doctoral dissertation]. McGill University; 1980. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile68494.pdf.

Council of Science Editors:

Elmamlouk HH. Energy analysis and prediction of track-soil interaction. [Doctoral Dissertation]. McGill University; 1980. Available from: http://digitool.library.mcgill.ca/thesisfile68494.pdf


McGill University

16. Songonuga, Oluwole Oladapo Odukoya. Dynamic shear strength of clays.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1967, McGill University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Songonuga, O. O. O. (1967). Dynamic shear strength of clays. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile47063.pdf

Chicago Manual of Style (16th Edition):

Songonuga, Oluwole Oladapo Odukoya. “Dynamic shear strength of clays.” 1967. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile47063.pdf.

MLA Handbook (7th Edition):

Songonuga, Oluwole Oladapo Odukoya. “Dynamic shear strength of clays.” 1967. Web. 28 Jan 2020.

Vancouver:

Songonuga OOO. Dynamic shear strength of clays. [Internet] [Masters thesis]. McGill University; 1967. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile47063.pdf.

Council of Science Editors:

Songonuga OOO. Dynamic shear strength of clays. [Masters Thesis]. McGill University; 1967. Available from: http://digitool.library.mcgill.ca/thesisfile47063.pdf


McGill University

17. Elmamlouk, Hussein H. Study of track performance over soft soils.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics., 1977, McGill University

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Elmamlouk, H. H. (1977). Study of track performance over soft soils. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile53767.pdf

Chicago Manual of Style (16th Edition):

Elmamlouk, Hussein H. “Study of track performance over soft soils.” 1977. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile53767.pdf.

MLA Handbook (7th Edition):

Elmamlouk, Hussein H. “Study of track performance over soft soils.” 1977. Web. 28 Jan 2020.

Vancouver:

Elmamlouk HH. Study of track performance over soft soils. [Internet] [Masters thesis]. McGill University; 1977. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile53767.pdf.

Council of Science Editors:

Elmamlouk HH. Study of track performance over soft soils. [Masters Thesis]. McGill University; 1977. Available from: http://digitool.library.mcgill.ca/thesisfile53767.pdf


McGill University

18. Japp, Robert Dougall. An investigation of the dynamic behaviour of inelastic materials.

Degree: PhD, Department of Civil Engineering, 1967, McGill University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Japp, R. D. (1967). An investigation of the dynamic behaviour of inelastic materials. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile73699.pdf

Chicago Manual of Style (16th Edition):

Japp, Robert Dougall. “An investigation of the dynamic behaviour of inelastic materials.” 1967. Doctoral Dissertation, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile73699.pdf.

MLA Handbook (7th Edition):

Japp, Robert Dougall. “An investigation of the dynamic behaviour of inelastic materials.” 1967. Web. 28 Jan 2020.

Vancouver:

Japp RD. An investigation of the dynamic behaviour of inelastic materials. [Internet] [Doctoral dissertation]. McGill University; 1967. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile73699.pdf.

Council of Science Editors:

Japp RD. An investigation of the dynamic behaviour of inelastic materials. [Doctoral Dissertation]. McGill University; 1967. Available from: http://digitool.library.mcgill.ca/thesisfile73699.pdf


University of British Columbia

19. Kim, Joo Ick. Deformation and properties of cohesive soil in relation to soil-machine systems .

Degree: 1970, University of British Columbia

 Methods of determining the deformation characteristic physical properties and dynamic response of cohesive soils were evaluated in order to obtain design parameters for soil-machine systems.… (more)

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Kim, J. I. (1970). Deformation and properties of cohesive soil in relation to soil-machine systems . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/34733

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

Chicago Manual of Style (16th Edition):

Kim, Joo Ick. “Deformation and properties of cohesive soil in relation to soil-machine systems .” 1970. Thesis, University of British Columbia. Accessed January 28, 2020. http://hdl.handle.net/2429/34733.

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

MLA Handbook (7th Edition):

Kim, Joo Ick. “Deformation and properties of cohesive soil in relation to soil-machine systems .” 1970. Web. 28 Jan 2020.

Vancouver:

Kim JI. Deformation and properties of cohesive soil in relation to soil-machine systems . [Internet] [Thesis]. University of British Columbia; 1970. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/2429/34733.

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

Council of Science Editors:

Kim JI. Deformation and properties of cohesive soil in relation to soil-machine systems . [Thesis]. University of British Columbia; 1970. Available from: http://hdl.handle.net/2429/34733

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


Oregon State University

20. Greenway, Daryl Rodney. Fabric reinforcement of low embankments on soft foundations.

Degree: MS, Civil Engineering, 1976, Oregon State University

 Nonlinear large deflection finite element analyses of a fabric reinforced embankment on muskeg were performed to predict fabric tension and the effect of fabric stiffness… (more)

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Greenway, D. R. (1976). Fabric reinforcement of low embankments on soft foundations. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/44206

Chicago Manual of Style (16th Edition):

Greenway, Daryl Rodney. “Fabric reinforcement of low embankments on soft foundations.” 1976. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/44206.

MLA Handbook (7th Edition):

Greenway, Daryl Rodney. “Fabric reinforcement of low embankments on soft foundations.” 1976. Web. 28 Jan 2020.

Vancouver:

Greenway DR. Fabric reinforcement of low embankments on soft foundations. [Internet] [Masters thesis]. Oregon State University; 1976. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/44206.

Council of Science Editors:

Greenway DR. Fabric reinforcement of low embankments on soft foundations. [Masters Thesis]. Oregon State University; 1976. Available from: http://hdl.handle.net/1957/44206


Oregon State University

21. Khuayjarernpanishk, Thanasarn. Stress-strain-time relations for a compacted residual soil.

Degree: MS, Civil Engineering, 1971, Oregon State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Khuayjarernpanishk, T. (1971). Stress-strain-time relations for a compacted residual soil. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/45561

Chicago Manual of Style (16th Edition):

Khuayjarernpanishk, Thanasarn. “Stress-strain-time relations for a compacted residual soil.” 1971. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/45561.

MLA Handbook (7th Edition):

Khuayjarernpanishk, Thanasarn. “Stress-strain-time relations for a compacted residual soil.” 1971. Web. 28 Jan 2020.

Vancouver:

Khuayjarernpanishk T. Stress-strain-time relations for a compacted residual soil. [Internet] [Masters thesis]. Oregon State University; 1971. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/45561.

Council of Science Editors:

Khuayjarernpanishk T. Stress-strain-time relations for a compacted residual soil. [Masters Thesis]. Oregon State University; 1971. Available from: http://hdl.handle.net/1957/45561


Oregon State University

22. Kelly, Patrick Bryan. Design and evaluation of a foundation model testing device.

Degree: MS, Civil Engineering, 1968, Oregon State University

 Model testing has proven to be an effective tool in the study of soil-structure systems. While primarily used in research work, this method of evaluation… (more)

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Kelly, P. B. (1968). Design and evaluation of a foundation model testing device. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/47137

Chicago Manual of Style (16th Edition):

Kelly, Patrick Bryan. “Design and evaluation of a foundation model testing device.” 1968. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/47137.

MLA Handbook (7th Edition):

Kelly, Patrick Bryan. “Design and evaluation of a foundation model testing device.” 1968. Web. 28 Jan 2020.

Vancouver:

Kelly PB. Design and evaluation of a foundation model testing device. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/47137.

Council of Science Editors:

Kelly PB. Design and evaluation of a foundation model testing device. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/47137


University of Cambridge

23. Springman, Sarah. Lateral loading on piles due to simulated embankment construction.

Degree: PhD, 1989, University of Cambridge

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Springman, S. (1989). Lateral loading on piles due to simulated embankment construction. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/252811https://www.repository.cam.ac.uk/bitstream/1810/252811/4/Springman_1989_Phd_15734.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/6/Sarah%20Springman%20Hero%20Agreement.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/5/Springman_1989_Phd_15734.pdf.jpg ; https://www.repository.cam.ac.uk/bitstream/1810/252811/7/Sarah%20Springman%20Hero%20Agreement.pdf.jpg

Chicago Manual of Style (16th Edition):

Springman, Sarah. “Lateral loading on piles due to simulated embankment construction.” 1989. Doctoral Dissertation, University of Cambridge. Accessed January 28, 2020. https://www.repository.cam.ac.uk/handle/1810/252811https://www.repository.cam.ac.uk/bitstream/1810/252811/4/Springman_1989_Phd_15734.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/6/Sarah%20Springman%20Hero%20Agreement.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/5/Springman_1989_Phd_15734.pdf.jpg ; https://www.repository.cam.ac.uk/bitstream/1810/252811/7/Sarah%20Springman%20Hero%20Agreement.pdf.jpg.

MLA Handbook (7th Edition):

Springman, Sarah. “Lateral loading on piles due to simulated embankment construction.” 1989. Web. 28 Jan 2020.

Vancouver:

Springman S. Lateral loading on piles due to simulated embankment construction. [Internet] [Doctoral dissertation]. University of Cambridge; 1989. [cited 2020 Jan 28]. Available from: https://www.repository.cam.ac.uk/handle/1810/252811https://www.repository.cam.ac.uk/bitstream/1810/252811/4/Springman_1989_Phd_15734.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/6/Sarah%20Springman%20Hero%20Agreement.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/5/Springman_1989_Phd_15734.pdf.jpg ; https://www.repository.cam.ac.uk/bitstream/1810/252811/7/Sarah%20Springman%20Hero%20Agreement.pdf.jpg.

Council of Science Editors:

Springman S. Lateral loading on piles due to simulated embankment construction. [Doctoral Dissertation]. University of Cambridge; 1989. Available from: https://www.repository.cam.ac.uk/handle/1810/252811https://www.repository.cam.ac.uk/bitstream/1810/252811/4/Springman_1989_Phd_15734.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/6/Sarah%20Springman%20Hero%20Agreement.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/252811/5/Springman_1989_Phd_15734.pdf.jpg ; https://www.repository.cam.ac.uk/bitstream/1810/252811/7/Sarah%20Springman%20Hero%20Agreement.pdf.jpg


McGill University

24. Leitch, Hugh Corley. The rate dependent mechanism of shear failure in clay soils.

Degree: PhD, Department of Environmental Sciences, 1967, McGill University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Leitch, H. C. (1967). The rate dependent mechanism of shear failure in clay soils. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile73661.pdf

Chicago Manual of Style (16th Edition):

Leitch, Hugh Corley. “The rate dependent mechanism of shear failure in clay soils.” 1967. Doctoral Dissertation, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile73661.pdf.

MLA Handbook (7th Edition):

Leitch, Hugh Corley. “The rate dependent mechanism of shear failure in clay soils.” 1967. Web. 28 Jan 2020.

Vancouver:

Leitch HC. The rate dependent mechanism of shear failure in clay soils. [Internet] [Doctoral dissertation]. McGill University; 1967. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile73661.pdf.

Council of Science Editors:

Leitch HC. The rate dependent mechanism of shear failure in clay soils. [Doctoral Dissertation]. McGill University; 1967. Available from: http://digitool.library.mcgill.ca/thesisfile73661.pdf


University of British Columbia

25. Forrest, James Benjamin. Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements .

Degree: 1963, University of British Columbia

 It is the purpose of this thesis to review, and to evaluate to a degree, some of the current theories dealing with the effects of… (more)

Subjects/Keywords: Soil mechanics

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

APA (6th Edition):

Forrest, J. B. (1963). Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/38880

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):

Forrest, James Benjamin. “Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements .” 1963. Thesis, University of British Columbia. Accessed January 28, 2020. http://hdl.handle.net/2429/38880.

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

MLA Handbook (7th Edition):

Forrest, James Benjamin. “Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements .” 1963. Web. 28 Jan 2020.

Vancouver:

Forrest JB. Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements . [Internet] [Thesis]. University of British Columbia; 1963. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/2429/38880.

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

Council of Science Editors:

Forrest JB. Vibrations in soil with special regard to foundation design : a review of current theories with experimental work in clay settlements . [Thesis]. University of British Columbia; 1963. Available from: http://hdl.handle.net/2429/38880

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


University of Arizona

26. Swe, Nyunt, 1936-. A study of failure plane formation and arching action in soils .

Degree: 1964, University of Arizona

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Swe, Nyunt, 1. (1964). A study of failure plane formation and arching action in soils . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/319725

Chicago Manual of Style (16th Edition):

Swe, Nyunt, 1936-. “A study of failure plane formation and arching action in soils .” 1964. Masters Thesis, University of Arizona. Accessed January 28, 2020. http://hdl.handle.net/10150/319725.

MLA Handbook (7th Edition):

Swe, Nyunt, 1936-. “A study of failure plane formation and arching action in soils .” 1964. Web. 28 Jan 2020.

Vancouver:

Swe, Nyunt 1. A study of failure plane formation and arching action in soils . [Internet] [Masters thesis]. University of Arizona; 1964. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10150/319725.

Council of Science Editors:

Swe, Nyunt 1. A study of failure plane formation and arching action in soils . [Masters Thesis]. University of Arizona; 1964. Available from: http://hdl.handle.net/10150/319725


University of Sydney

27. Booker, J. R. (John Robert). Application of theories of plasticity to cohesive frictional soils.

Degree: 1969, University of Sydney

Subjects/Keywords: Soil mechanics.

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APA (6th Edition):

Booker, J. R. (. R. (1969). Application of theories of plasticity to cohesive frictional soils. (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/10044

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):

Booker, J R (John Robert). “Application of theories of plasticity to cohesive frictional soils. ” 1969. Thesis, University of Sydney. Accessed January 28, 2020. http://hdl.handle.net/2123/10044.

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

MLA Handbook (7th Edition):

Booker, J R (John Robert). “Application of theories of plasticity to cohesive frictional soils. ” 1969. Web. 28 Jan 2020.

Vancouver:

Booker JR(R. Application of theories of plasticity to cohesive frictional soils. [Internet] [Thesis]. University of Sydney; 1969. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/2123/10044.

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

Council of Science Editors:

Booker JR(R. Application of theories of plasticity to cohesive frictional soils. [Thesis]. University of Sydney; 1969. Available from: http://hdl.handle.net/2123/10044

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


Michigan State University

28. Ventura, Joseph John. An experimental study of soil density by the Proctor method.

Degree: B.S., 1940, Michigan State University

Subjects/Keywords: Soil mechanics

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

APA (6th Edition):

Ventura, J. J. (1940). An experimental study of soil density by the Proctor method. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:37659

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):

Ventura, Joseph John. “An experimental study of soil density by the Proctor method.” 1940. Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:37659.

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

MLA Handbook (7th Edition):

Ventura, Joseph John. “An experimental study of soil density by the Proctor method.” 1940. Web. 28 Jan 2020.

Vancouver:

Ventura JJ. An experimental study of soil density by the Proctor method. [Internet] [Thesis]. Michigan State University; 1940. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:37659.

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

Council of Science Editors:

Ventura JJ. An experimental study of soil density by the Proctor method. [Thesis]. Michigan State University; 1940. Available from: http://etd.lib.msu.edu/islandora/object/etd:37659

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


Michigan State University

29. Vanden Berg, Glen Edwin, 1930-. Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field.

Degree: MS, 1956, Michigan State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Vanden Berg, Glen Edwin, 1. (1956). Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:7046

Chicago Manual of Style (16th Edition):

Vanden Berg, Glen Edwin, 1930-. “Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field.” 1956. Masters Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:7046.

MLA Handbook (7th Edition):

Vanden Berg, Glen Edwin, 1930-. “Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field.” 1956. Web. 28 Jan 2020.

Vancouver:

Vanden Berg, Glen Edwin 1. Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field. [Internet] [Masters thesis]. Michigan State University; 1956. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:7046.

Council of Science Editors:

Vanden Berg, Glen Edwin 1. Measurements and analysis of soil pressure distribution under tractor and implement traffic in an artificial field. [Masters Thesis]. Michigan State University; 1956. Available from: http://etd.lib.msu.edu/islandora/object/etd:7046


Michigan State University

30. McNicol, Warren William. An experimental study of materials used in structural backfills.

Degree: B.S., 1946, Michigan State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

McNicol, W. W. (1946). An experimental study of materials used in structural backfills. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:16261

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):

McNicol, Warren William. “An experimental study of materials used in structural backfills.” 1946. Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:16261.

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

MLA Handbook (7th Edition):

McNicol, Warren William. “An experimental study of materials used in structural backfills.” 1946. Web. 28 Jan 2020.

Vancouver:

McNicol WW. An experimental study of materials used in structural backfills. [Internet] [Thesis]. Michigan State University; 1946. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:16261.

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

Council of Science Editors:

McNicol WW. An experimental study of materials used in structural backfills. [Thesis]. Michigan State University; 1946. Available from: http://etd.lib.msu.edu/islandora/object/etd:16261

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

[1] [2] [3] [4] [5] … [32]

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