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You searched for subject:(Soil mechanics). Showing records 1 – 30 of 915 total matches.

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University of Delaware

1. Nieto Leal, Andres E. Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading.

Degree: PhD, University of Delaware, Department of Civil and Environmental Engineering, 2016, University of Delaware

 Constitutive models have been developed to simulate the soil response under different loading conditions. Within the wide spectrum of these conditions, earthquakes have been of… (more)

Subjects/Keywords: Loads (Mechanics); Soil mechanics.

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APA (6th Edition):

Nieto Leal, A. E. (2016). Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading. (Doctoral Dissertation). University of Delaware. Retrieved from http://udspace.udel.edu/handle/19716/19946

Chicago Manual of Style (16th Edition):

Nieto Leal, Andres E. “Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading.” 2016. Doctoral Dissertation, University of Delaware. Accessed September 27, 2020. http://udspace.udel.edu/handle/19716/19946.

MLA Handbook (7th Edition):

Nieto Leal, Andres E. “Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading.” 2016. Web. 27 Sep 2020.

Vancouver:

Nieto Leal AE. Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading. [Internet] [Doctoral dissertation]. University of Delaware; 2016. [cited 2020 Sep 27]. Available from: http://udspace.udel.edu/handle/19716/19946.

Council of Science Editors:

Nieto Leal AE. Generalized bounding surface model for cohesive soils: a novel formulation for monotonic and cyclic loading. [Doctoral Dissertation]. University of Delaware; 2016. Available from: http://udspace.udel.edu/handle/19716/19946


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 September 27, 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. 27 Sep 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 Sep 27]. 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 September 27, 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. 27 Sep 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 Sep 27]. 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


Oregon State University

4. 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 September 27, 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. 27 Sep 2020.

Vancouver:

Nagpal, Narender Kumar 1. Measurement and interpretation of physical properties of soils. [Internet] [Doctoral dissertation]. Oregon State University; 1971. [cited 2020 Sep 27]. 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


Oregon State University

5. 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 September 27, 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. 27 Sep 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 Sep 27]. 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

6. 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 September 27, 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. 27 Sep 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 Sep 27]. 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


Oregon State University

7. 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 September 27, 2020. http://hdl.handle.net/1957/44206.

MLA Handbook (7th Edition):

Greenway, Daryl Rodney. “Fabric reinforcement of low embankments on soft foundations.” 1976. Web. 27 Sep 2020.

Vancouver:

Greenway DR. Fabric reinforcement of low embankments on soft foundations. [Internet] [Masters thesis]. Oregon State University; 1976. [cited 2020 Sep 27]. 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

8. 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 September 27, 2020. http://hdl.handle.net/1957/45561.

MLA Handbook (7th Edition):

Khuayjarernpanishk, Thanasarn. “Stress-strain-time relations for a compacted residual soil.” 1971. Web. 27 Sep 2020.

Vancouver:

Khuayjarernpanishk T. Stress-strain-time relations for a compacted residual soil. [Internet] [Masters thesis]. Oregon State University; 1971. [cited 2020 Sep 27]. 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

9. 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 September 27, 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. 27 Sep 2020.

Vancouver:

Kelly PB. Design and evaluation of a foundation model testing device. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Sep 27]. 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

10. 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 September 27, 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. 27 Sep 2020.

Vancouver:

Springman S. Lateral loading on piles due to simulated embankment construction. [Internet] [Doctoral dissertation]. University of Cambridge; 1989. [cited 2020 Sep 27]. 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


University of Sydney

11. 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 September 27, 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. 27 Sep 2020.

Vancouver:

Booker JR(R. Application of theories of plasticity to cohesive frictional soils. [Internet] [Thesis]. University of Sydney; 1969. [cited 2020 Sep 27]. 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

12. 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 (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 September 27, 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. 27 Sep 2020.

Vancouver:

Ventura JJ. An experimental study of soil density by the Proctor method. [Internet] [Thesis]. Michigan State University; 1940. [cited 2020 Sep 27]. 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

13. 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 September 27, 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. 27 Sep 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 Sep 27]. 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

14. 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 September 27, 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. 27 Sep 2020.

Vancouver:

McNicol WW. An experimental study of materials used in structural backfills. [Internet] [Thesis]. Michigan State University; 1946. [cited 2020 Sep 27]. 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


Michigan State University

15. Kitani, Osamu. Stress-strain relationships for soil with variable lateral strain.

Degree: PhD, Dept. of Agricultural Engineering, 1966, Michigan State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Kitani, O. (1966). Stress-strain relationships for soil with variable lateral strain. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:7097

Chicago Manual of Style (16th Edition):

Kitani, Osamu. “Stress-strain relationships for soil with variable lateral strain.” 1966. Doctoral Dissertation, Michigan State University. Accessed September 27, 2020. http://etd.lib.msu.edu/islandora/object/etd:7097.

MLA Handbook (7th Edition):

Kitani, Osamu. “Stress-strain relationships for soil with variable lateral strain.” 1966. Web. 27 Sep 2020.

Vancouver:

Kitani O. Stress-strain relationships for soil with variable lateral strain. [Internet] [Doctoral dissertation]. Michigan State University; 1966. [cited 2020 Sep 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:7097.

Council of Science Editors:

Kitani O. Stress-strain relationships for soil with variable lateral strain. [Doctoral Dissertation]. Michigan State University; 1966. Available from: http://etd.lib.msu.edu/islandora/object/etd:7097


Michigan State University

16. McGinnis, Robert Mundie. Consolidation of granular soils by vibration.

Degree: B.S., 1948, Michigan State University

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

McGinnis, R. M. (1948). Consolidation of granular soils by vibration. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12089

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):

McGinnis, Robert Mundie. “Consolidation of granular soils by vibration.” 1948. Thesis, Michigan State University. Accessed September 27, 2020. http://etd.lib.msu.edu/islandora/object/etd:12089.

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

MLA Handbook (7th Edition):

McGinnis, Robert Mundie. “Consolidation of granular soils by vibration.” 1948. Web. 27 Sep 2020.

Vancouver:

McGinnis RM. Consolidation of granular soils by vibration. [Internet] [Thesis]. Michigan State University; 1948. [cited 2020 Sep 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12089.

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

Council of Science Editors:

McGinnis RM. Consolidation of granular soils by vibration. [Thesis]. Michigan State University; 1948. Available from: http://etd.lib.msu.edu/islandora/object/etd:12089

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


Michigan State University

17. Goughnour, Roy Robert. The soil-ice system and the Shear strength of frozen soils.

Degree: PhD, Dept of Civil Engineering, 1967, 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):

Goughnour, R. R. (1967). The soil-ice system and the Shear strength of frozen soils. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:41747

Chicago Manual of Style (16th Edition):

Goughnour, Roy Robert. “The soil-ice system and the Shear strength of frozen soils.” 1967. Doctoral Dissertation, Michigan State University. Accessed September 27, 2020. http://etd.lib.msu.edu/islandora/object/etd:41747.

MLA Handbook (7th Edition):

Goughnour, Roy Robert. “The soil-ice system and the Shear strength of frozen soils.” 1967. Web. 27 Sep 2020.

Vancouver:

Goughnour RR. The soil-ice system and the Shear strength of frozen soils. [Internet] [Doctoral dissertation]. Michigan State University; 1967. [cited 2020 Sep 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:41747.

Council of Science Editors:

Goughnour RR. The soil-ice system and the Shear strength of frozen soils. [Doctoral Dissertation]. Michigan State University; 1967. Available from: http://etd.lib.msu.edu/islandora/object/etd:41747

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

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

APA (6th Edition):

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

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):

Srinivasamurthy, Lakshmikanth. “Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study.” 2012. Thesis, North Dakota State University. Accessed September 27, 2020. http://hdl.handle.net/10365/26647.

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

MLA Handbook (7th Edition):

Srinivasamurthy, Lakshmikanth. “Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study.” 2012. Web. 27 Sep 2020.

Vancouver:

Srinivasamurthy L. Initial Swelling Mechanism of Expansive Clays: A Molecular Dynamics Study. [Internet] [Thesis]. North Dakota State University; 2012. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10365/26647.

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

Council of Science Editors:

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

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


University of Arizona

19. 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 September 27, 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. 27 Sep 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 Sep 27]. 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


Georgia Tech

20. Miller, Edmond Trowbridge. A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes.

Degree: MS, Civil engineering, 1957, Georgia Tech

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Miller, E. T. (1957). A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19074

Chicago Manual of Style (16th Edition):

Miller, Edmond Trowbridge. “A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes.” 1957. Masters Thesis, Georgia Tech. Accessed September 27, 2020. http://hdl.handle.net/1853/19074.

MLA Handbook (7th Edition):

Miller, Edmond Trowbridge. “A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes.” 1957. Web. 27 Sep 2020.

Vancouver:

Miller ET. A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes. [Internet] [Masters thesis]. Georgia Tech; 1957. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1853/19074.

Council of Science Editors:

Miller ET. A study of shear characteristics of the soils of the Piedmont region determined by rotating vanes. [Masters Thesis]. Georgia Tech; 1957. Available from: http://hdl.handle.net/1853/19074


Georgia Tech

21. Velasco, Polidoro. Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings.

Degree: MS, Civil engineering, 1967, Georgia Tech

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Velasco, P. (1967). Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19422

Chicago Manual of Style (16th Edition):

Velasco, Polidoro. “Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings.” 1967. Masters Thesis, Georgia Tech. Accessed September 27, 2020. http://hdl.handle.net/1853/19422.

MLA Handbook (7th Edition):

Velasco, Polidoro. “Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings.” 1967. Web. 27 Sep 2020.

Vancouver:

Velasco P. Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings. [Internet] [Masters thesis]. Georgia Tech; 1967. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1853/19422.

Council of Science Editors:

Velasco P. Laboratory investigation of the bearing capacity of a two layer system by using circular and square model footings. [Masters Thesis]. Georgia Tech; 1967. Available from: http://hdl.handle.net/1853/19422


Georgia Tech

22. Peck, Wilbur Fisk. Strength and settlement characteristics of a compacted residual soil.

Degree: MS, Civil engineering, 1961, Georgia Tech

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Peck, W. F. (1961). Strength and settlement characteristics of a compacted residual soil. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/19926

Chicago Manual of Style (16th Edition):

Peck, Wilbur Fisk. “Strength and settlement characteristics of a compacted residual soil.” 1961. Masters Thesis, Georgia Tech. Accessed September 27, 2020. http://hdl.handle.net/1853/19926.

MLA Handbook (7th Edition):

Peck, Wilbur Fisk. “Strength and settlement characteristics of a compacted residual soil.” 1961. Web. 27 Sep 2020.

Vancouver:

Peck WF. Strength and settlement characteristics of a compacted residual soil. [Internet] [Masters thesis]. Georgia Tech; 1961. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1853/19926.

Council of Science Editors:

Peck WF. Strength and settlement characteristics of a compacted residual soil. [Masters Thesis]. Georgia Tech; 1961. Available from: http://hdl.handle.net/1853/19926


Georgia Tech

23. Gulliver, James Gerald. An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width.

Degree: MS, Civil engineering, 1954, Georgia Tech

Subjects/Keywords: Soil mechanics

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APA (6th Edition):

Gulliver, J. G. (1954). An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/20994

Chicago Manual of Style (16th Edition):

Gulliver, James Gerald. “An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width.” 1954. Masters Thesis, Georgia Tech. Accessed September 27, 2020. http://hdl.handle.net/1853/20994.

MLA Handbook (7th Edition):

Gulliver, James Gerald. “An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width.” 1954. Web. 27 Sep 2020.

Vancouver:

Gulliver JG. An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width. [Internet] [Masters thesis]. Georgia Tech; 1954. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1853/20994.

Council of Science Editors:

Gulliver JG. An investigation of the relationship between the compacted density of a cohesive soil, layer thickness and compaction foot width. [Masters Thesis]. Georgia Tech; 1954. Available from: http://hdl.handle.net/1853/20994


University of British Columbia

24. 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 (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 September 27, 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. 27 Sep 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 Sep 27]. 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 British Columbia

25. 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 September 27, 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. 27 Sep 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 Sep 27]. 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


McGill University

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

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

The movement of water and salt in soils, and the associated changes in matric and solute potentials, are influenced by the initial distribution of water… (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 https://escholarship.mcgill.ca/downloads/g158bk771.pdf ; https://escholarship.mcgill.ca/concern/theses/xw42nb29q

Chicago Manual of Style (16th Edition):

Yatabe, Kenjiro. “Simultaneous transport of water and salt during horizontal infiltration.” 1977. Masters Thesis, McGill University. Accessed September 27, 2020. https://escholarship.mcgill.ca/downloads/g158bk771.pdf ; https://escholarship.mcgill.ca/concern/theses/xw42nb29q.

MLA Handbook (7th Edition):

Yatabe, Kenjiro. “Simultaneous transport of water and salt during horizontal infiltration.” 1977. Web. 27 Sep 2020.

Vancouver:

Yatabe K. Simultaneous transport of water and salt during horizontal infiltration. [Internet] [Masters thesis]. McGill University; 1977. [cited 2020 Sep 27]. Available from: https://escholarship.mcgill.ca/downloads/g158bk771.pdf ; https://escholarship.mcgill.ca/concern/theses/xw42nb29q.

Council of Science Editors:

Yatabe K. Simultaneous transport of water and salt during horizontal infiltration. [Masters Thesis]. McGill University; 1977. Available from: https://escholarship.mcgill.ca/downloads/g158bk771.pdf ; https://escholarship.mcgill.ca/concern/theses/xw42nb29q


University of Utah

27. Amini, Zahra A. Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground.

Degree: MS;, Geology & Geophysics;, 2008, University of Utah

 This study focuses on two major concepts related to the mechanism of liquefaction flow-slides in gently sloping ground, i.e., (a) ultimate steady state strength smaller… (more)

Subjects/Keywords: Soil liquefaction; Soil mechanics; Earthquake hazard analysis

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APA (6th Edition):

Amini, Z. A. (2008). Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/91/rec/458

Chicago Manual of Style (16th Edition):

Amini, Zahra A. “Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground.” 2008. Masters Thesis, University of Utah. Accessed September 27, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/91/rec/458.

MLA Handbook (7th Edition):

Amini, Zahra A. “Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground.” 2008. Web. 27 Sep 2020.

Vancouver:

Amini ZA. Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground. [Internet] [Masters thesis]. University of Utah; 2008. [cited 2020 Sep 27]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/91/rec/458.

Council of Science Editors:

Amini ZA. Experimental and numerical study on the mechanism of liquefaction flow-slides in gently sloping ground. [Masters Thesis]. University of Utah; 2008. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/91/rec/458


Hong Kong University of Science and Technology

28. Chang, Dongsheng. Internal erosion and overtopping erosion of earth dams and landslide dams.

Degree: 2012, Hong Kong University of Science and Technology

 Internal erosion in soil can be initiated by suffusion, which involves selective erosion of fine particles within the matrix of coarse soil particles under seepage… (more)

Subjects/Keywords: Soil erosion ; Dam failures ; Soil mechanics

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APA (6th Edition):

Chang, D. (2012). Internal erosion and overtopping erosion of earth dams and landslide dams. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7478 ; https://doi.org/10.14711/thesis-b1165745 ; http://repository.ust.hk/ir/bitstream/1783.1-7478/1/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):

Chang, Dongsheng. “Internal erosion and overtopping erosion of earth dams and landslide dams.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed September 27, 2020. http://repository.ust.hk/ir/Record/1783.1-7478 ; https://doi.org/10.14711/thesis-b1165745 ; http://repository.ust.hk/ir/bitstream/1783.1-7478/1/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):

Chang, Dongsheng. “Internal erosion and overtopping erosion of earth dams and landslide dams.” 2012. Web. 27 Sep 2020.

Vancouver:

Chang D. Internal erosion and overtopping erosion of earth dams and landslide dams. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Sep 27]. Available from: http://repository.ust.hk/ir/Record/1783.1-7478 ; https://doi.org/10.14711/thesis-b1165745 ; http://repository.ust.hk/ir/bitstream/1783.1-7478/1/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:

Chang D. Internal erosion and overtopping erosion of earth dams and landslide dams. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7478 ; https://doi.org/10.14711/thesis-b1165745 ; http://repository.ust.hk/ir/bitstream/1783.1-7478/1/th_redirect.html

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


University of Cambridge

29. Sun, Mengchen. The effects of multi-directional loading on soil liquefaction.

Degree: PhD, 2019, University of Cambridge

 Four decades after it was investigated experimentally for the first time, the influence of multi-directional shearing on soil behaviour, especially the undrained behaviour of saturated… (more)

Subjects/Keywords: Multi-directional; Soil liquefaction; Soil mechanics

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APA (6th Edition):

Sun, M. (2019). The effects of multi-directional loading on soil liquefaction. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293272https://www.repository.cam.ac.uk/bitstream/1810/293272/4/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/5/6301e127-8052-4477-98d7-991f0fdd7213.zip ; https://www.repository.cam.ac.uk/bitstream/1810/293272/6/PHD_Dissertation_Finalversion.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/7/PHD_Dissertation_Finalversion.pdf.jpg

Chicago Manual of Style (16th Edition):

Sun, Mengchen. “The effects of multi-directional loading on soil liquefaction.” 2019. Doctoral Dissertation, University of Cambridge. Accessed September 27, 2020. https://www.repository.cam.ac.uk/handle/1810/293272https://www.repository.cam.ac.uk/bitstream/1810/293272/4/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/5/6301e127-8052-4477-98d7-991f0fdd7213.zip ; https://www.repository.cam.ac.uk/bitstream/1810/293272/6/PHD_Dissertation_Finalversion.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/7/PHD_Dissertation_Finalversion.pdf.jpg.

MLA Handbook (7th Edition):

Sun, Mengchen. “The effects of multi-directional loading on soil liquefaction.” 2019. Web. 27 Sep 2020.

Vancouver:

Sun M. The effects of multi-directional loading on soil liquefaction. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2020 Sep 27]. Available from: https://www.repository.cam.ac.uk/handle/1810/293272https://www.repository.cam.ac.uk/bitstream/1810/293272/4/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/5/6301e127-8052-4477-98d7-991f0fdd7213.zip ; https://www.repository.cam.ac.uk/bitstream/1810/293272/6/PHD_Dissertation_Finalversion.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/7/PHD_Dissertation_Finalversion.pdf.jpg.

Council of Science Editors:

Sun M. The effects of multi-directional loading on soil liquefaction. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293272https://www.repository.cam.ac.uk/bitstream/1810/293272/4/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/5/6301e127-8052-4477-98d7-991f0fdd7213.zip ; https://www.repository.cam.ac.uk/bitstream/1810/293272/6/PHD_Dissertation_Finalversion.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/293272/7/PHD_Dissertation_Finalversion.pdf.jpg


Hong Kong University of Science and Technology

30. Tawiah, Seth Owusu CIVL. A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils.

Degree: 2019, Hong Kong University of Science and Technology

 Lateritic soils often contain high content of iron and aluminium oxides (i.e., sesquioxides) which enhance the aggregation of the fine particles. Moreover, different mineralogy emerges… (more)

Subjects/Keywords: Soil mechanics ; Soil moisture ; Laterite ; Mechanical properties

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APA (6th Edition):

Tawiah, S. O. C. (2019). A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-104977 ; https://doi.org/10.14711/thesis-991012818169603412 ; http://repository.ust.hk/ir/bitstream/1783.1-104977/1/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):

Tawiah, Seth Owusu CIVL. “A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils.” 2019. Thesis, Hong Kong University of Science and Technology. Accessed September 27, 2020. http://repository.ust.hk/ir/Record/1783.1-104977 ; https://doi.org/10.14711/thesis-991012818169603412 ; http://repository.ust.hk/ir/bitstream/1783.1-104977/1/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):

Tawiah, Seth Owusu CIVL. “A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils.” 2019. Web. 27 Sep 2020.

Vancouver:

Tawiah SOC. A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2019. [cited 2020 Sep 27]. Available from: http://repository.ust.hk/ir/Record/1783.1-104977 ; https://doi.org/10.14711/thesis-991012818169603412 ; http://repository.ust.hk/ir/bitstream/1783.1-104977/1/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:

Tawiah SOC. A laboratory study on microstructural and hydro-mechanical behaviour of unsaturated lateritic soils. [Thesis]. Hong Kong University of Science and Technology; 2019. Available from: http://repository.ust.hk/ir/Record/1783.1-104977 ; https://doi.org/10.14711/thesis-991012818169603412 ; http://repository.ust.hk/ir/bitstream/1783.1-104977/1/th_redirect.html

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

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