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You searched for subject:(Slopes Soil mechanics ). Showing records 1 – 30 of 26282 total matches.

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University of Hong Kong

1. 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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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


University of Hong Kong

2. Guan, Jingwei. An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring.

Degree: PhD, 2016, University of Hong Kong

Buildup of pore-water pressure due to water infiltration during an extreme rainfall event is a major cause of many landslides worldwide. A competent simulation model… (more)

Subjects/Keywords: Slopes (Soil mechanics) - Remote sensing; Waterproofing; Slopes (Soil mechanics) - Stability

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APA (6th Edition):

Guan, J. (2016). An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. (Doctoral Dissertation). University of Hong Kong. Retrieved from Guan, J. [关经纬]. (2016). An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5719455 ; http://hdl.handle.net/10722/223575

Chicago Manual of Style (16th Edition):

Guan, Jingwei. “An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed October 13, 2019. Guan, J. [关经纬]. (2016). An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5719455 ; http://hdl.handle.net/10722/223575.

MLA Handbook (7th Edition):

Guan, Jingwei. “An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring.” 2016. Web. 13 Oct 2019.

Vancouver:

Guan J. An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Oct 13]. Available from: Guan, J. [关经纬]. (2016). An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5719455 ; http://hdl.handle.net/10722/223575.

Council of Science Editors:

Guan J. An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: Guan, J. [关经纬]. (2016). An integrated analysis framework for surface runoff, infiltration, slope stability and slope real-time monitoring. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5719455 ; http://hdl.handle.net/10722/223575


Oregon State University

3. Yee, Carlton S. Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range.

Degree: PhD, Forest Engineering, 1975, Oregon State University

 This study was conducted to examine certain soil and hydrologic properties of two major cohesionless soils Occupying 55% of the central portion of the Oregon… (more)

Subjects/Keywords: Slopes (Soil Mechanics)

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APA (6th Edition):

Yee, C. S. (1975). Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/9925

Chicago Manual of Style (16th Edition):

Yee, Carlton S. “Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range.” 1975. Doctoral Dissertation, Oregon State University. Accessed October 13, 2019. http://hdl.handle.net/1957/9925.

MLA Handbook (7th Edition):

Yee, Carlton S. “Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range.” 1975. Web. 13 Oct 2019.

Vancouver:

Yee CS. Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range. [Internet] [Doctoral dissertation]. Oregon State University; 1975. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1957/9925.

Council of Science Editors:

Yee CS. Soil and hydrologic factors affecting stability of natural slopes in the Oregon Coast Range. [Doctoral Dissertation]. Oregon State University; 1975. Available from: http://hdl.handle.net/1957/9925


Oregon State University

4. Saunders, George P. Laboratory investigation of the mechanics of raveling soils.

Degree: MS, Civil Engineering, 1987, Oregon State University

 Oregon's forestry industry has and will continue to be a vital component of Oregon's economy, with twenty-two percent of Oregon's 1986 gross state product and… (more)

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

Saunders, G. P. (1987). Laboratory investigation of the mechanics of raveling soils. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9887

Chicago Manual of Style (16th Edition):

Saunders, George P. “Laboratory investigation of the mechanics of raveling soils.” 1987. Masters Thesis, Oregon State University. Accessed October 13, 2019. http://hdl.handle.net/1957/9887.

MLA Handbook (7th Edition):

Saunders, George P. “Laboratory investigation of the mechanics of raveling soils.” 1987. Web. 13 Oct 2019.

Vancouver:

Saunders GP. Laboratory investigation of the mechanics of raveling soils. [Internet] [Masters thesis]. Oregon State University; 1987. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1957/9887.

Council of Science Editors:

Saunders GP. Laboratory investigation of the mechanics of raveling soils. [Masters Thesis]. Oregon State University; 1987. Available from: http://hdl.handle.net/1957/9887


University of Hong Kong

5. 何旅碧; Ho, Lui-pik, Pinky. Effectiveness of horizontal drains in slope stability.

Degree: MS, 2008, University of Hong Kong

published_or_final_version

Applied Geosciences

Master

Master of Science

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

何旅碧; Ho, Lui-pik, P. (2008). Effectiveness of horizontal drains in slope stability. (Masters Thesis). University of Hong Kong. Retrieved from Ho, L. P. [何旅碧]. (2008). Effectiveness of horizontal drains in slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4072237 ; http://dx.doi.org/10.5353/th_b4072237 ; http://hdl.handle.net/10722/50151

Chicago Manual of Style (16th Edition):

何旅碧; Ho, Lui-pik, Pinky. “Effectiveness of horizontal drains in slope stability.” 2008. Masters Thesis, University of Hong Kong. Accessed October 13, 2019. Ho, L. P. [何旅碧]. (2008). Effectiveness of horizontal drains in slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4072237 ; http://dx.doi.org/10.5353/th_b4072237 ; http://hdl.handle.net/10722/50151.

MLA Handbook (7th Edition):

何旅碧; Ho, Lui-pik, Pinky. “Effectiveness of horizontal drains in slope stability.” 2008. Web. 13 Oct 2019.

Vancouver:

何旅碧; Ho, Lui-pik P. Effectiveness of horizontal drains in slope stability. [Internet] [Masters thesis]. University of Hong Kong; 2008. [cited 2019 Oct 13]. Available from: Ho, L. P. [何旅碧]. (2008). Effectiveness of horizontal drains in slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4072237 ; http://dx.doi.org/10.5353/th_b4072237 ; http://hdl.handle.net/10722/50151.

Council of Science Editors:

何旅碧; Ho, Lui-pik P. Effectiveness of horizontal drains in slope stability. [Masters Thesis]. University of Hong Kong; 2008. Available from: Ho, L. P. [何旅碧]. (2008). Effectiveness of horizontal drains in slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4072237 ; http://dx.doi.org/10.5353/th_b4072237 ; http://hdl.handle.net/10722/50151


University of Hong Kong

6. 謝飛雄; Tse, Fai-hung. Probabilistic aspects of slope stability.

Degree: M. Phil., 1976, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Philosophy

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

謝飛雄; Tse, F. (1976). Probabilistic aspects of slope stability. (Masters Thesis). University of Hong Kong. Retrieved from Tse, F. [謝飛雄]. (1976). Probabilistic aspects of slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120419 ; http://dx.doi.org/10.5353/th_b3120419 ; http://hdl.handle.net/10722/39338

Chicago Manual of Style (16th Edition):

謝飛雄; Tse, Fai-hung. “Probabilistic aspects of slope stability.” 1976. Masters Thesis, University of Hong Kong. Accessed October 13, 2019. Tse, F. [謝飛雄]. (1976). Probabilistic aspects of slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120419 ; http://dx.doi.org/10.5353/th_b3120419 ; http://hdl.handle.net/10722/39338.

MLA Handbook (7th Edition):

謝飛雄; Tse, Fai-hung. “Probabilistic aspects of slope stability.” 1976. Web. 13 Oct 2019.

Vancouver:

謝飛雄; Tse F. Probabilistic aspects of slope stability. [Internet] [Masters thesis]. University of Hong Kong; 1976. [cited 2019 Oct 13]. Available from: Tse, F. [謝飛雄]. (1976). Probabilistic aspects of slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120419 ; http://dx.doi.org/10.5353/th_b3120419 ; http://hdl.handle.net/10722/39338.

Council of Science Editors:

謝飛雄; Tse F. Probabilistic aspects of slope stability. [Masters Thesis]. University of Hong Kong; 1976. Available from: Tse, F. [謝飛雄]. (1976). Probabilistic aspects of slope stability. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120419 ; http://dx.doi.org/10.5353/th_b3120419 ; http://hdl.handle.net/10722/39338


University of Hong Kong

7. 朱霜叶; Zhu, Shuangye. Numerical investigations into root vertical pull-out behavior.

Degree: M. Phil., 2013, University of Hong Kong

Plant roots provide important soil reinforcement and improve the stability of slopes. From an engineering view, roots mechanically increase soil shear strength by transforming shear… (more)

Subjects/Keywords: Roots (Botany); Slopes (Soil mechanics) - Stability

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APA (6th Edition):

朱霜叶; Zhu, S. (2013). Numerical investigations into root vertical pull-out behavior. (Masters Thesis). University of Hong Kong. Retrieved from Zhu, S. [朱霜叶]. (2013). Numerical investigations into root vertical pull-out behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5194771 ; http://dx.doi.org/10.5353/th_b5194771 ; http://hdl.handle.net/10722/197554

Chicago Manual of Style (16th Edition):

朱霜叶; Zhu, Shuangye. “Numerical investigations into root vertical pull-out behavior.” 2013. Masters Thesis, University of Hong Kong. Accessed October 13, 2019. Zhu, S. [朱霜叶]. (2013). Numerical investigations into root vertical pull-out behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5194771 ; http://dx.doi.org/10.5353/th_b5194771 ; http://hdl.handle.net/10722/197554.

MLA Handbook (7th Edition):

朱霜叶; Zhu, Shuangye. “Numerical investigations into root vertical pull-out behavior.” 2013. Web. 13 Oct 2019.

Vancouver:

朱霜叶; Zhu S. Numerical investigations into root vertical pull-out behavior. [Internet] [Masters thesis]. University of Hong Kong; 2013. [cited 2019 Oct 13]. Available from: Zhu, S. [朱霜叶]. (2013). Numerical investigations into root vertical pull-out behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5194771 ; http://dx.doi.org/10.5353/th_b5194771 ; http://hdl.handle.net/10722/197554.

Council of Science Editors:

朱霜叶; Zhu S. Numerical investigations into root vertical pull-out behavior. [Masters Thesis]. University of Hong Kong; 2013. Available from: Zhu, S. [朱霜叶]. (2013). Numerical investigations into root vertical pull-out behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5194771 ; http://dx.doi.org/10.5353/th_b5194771 ; http://hdl.handle.net/10722/197554


Oregon State University

8. Narkiewicz, Steven Arthur. Flow slide control with slope revetments.

Degree: MS, Civil Engineering, 1975, Oregon State University

 This paper examines the response of submerged model sand slopes to vibration and the beneficial effects of placing rock revetments on the face of the… (more)

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

Narkiewicz, S. A. (1975). Flow slide control with slope revetments. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/44272

Chicago Manual of Style (16th Edition):

Narkiewicz, Steven Arthur. “Flow slide control with slope revetments.” 1975. Masters Thesis, Oregon State University. Accessed October 13, 2019. http://hdl.handle.net/1957/44272.

MLA Handbook (7th Edition):

Narkiewicz, Steven Arthur. “Flow slide control with slope revetments.” 1975. Web. 13 Oct 2019.

Vancouver:

Narkiewicz SA. Flow slide control with slope revetments. [Internet] [Masters thesis]. Oregon State University; 1975. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1957/44272.

Council of Science Editors:

Narkiewicz SA. Flow slide control with slope revetments. [Masters Thesis]. Oregon State University; 1975. Available from: http://hdl.handle.net/1957/44272


Oregon State University

9. Rikli, Anthony M. Evaluation of straw wattle placement and surficial slope stability.

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

 Straw wattles are common erosion control devices used to trap sediment. This thesis studies the relationship of straw wattles on slope stability through a case… (more)

Subjects/Keywords: straw wattles; Slopes (Soil mechanics)  – Oregon  – Stability

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APA (6th Edition):

Rikli, A. M. (2011). Evaluation of straw wattle placement and surficial slope stability. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/21786

Chicago Manual of Style (16th Edition):

Rikli, Anthony M. “Evaluation of straw wattle placement and surficial slope stability.” 2011. Masters Thesis, Oregon State University. Accessed October 13, 2019. http://hdl.handle.net/1957/21786.

MLA Handbook (7th Edition):

Rikli, Anthony M. “Evaluation of straw wattle placement and surficial slope stability.” 2011. Web. 13 Oct 2019.

Vancouver:

Rikli AM. Evaluation of straw wattle placement and surficial slope stability. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1957/21786.

Council of Science Editors:

Rikli AM. Evaluation of straw wattle placement and surficial slope stability. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/21786


University of Alberta

10. Tan, Steve. Rock slope stability analysis using Morgenstern-Price method.

Degree: M. Eng., Department of Civil Engineering, 1975, University of Alberta

Subjects/Keywords: Rock slopes.; Slopes (Soil mechanics)

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APA (6th Edition):

Tan, S. (1975). Rock slope stability analysis using Morgenstern-Price method. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/4j03d1857

Chicago Manual of Style (16th Edition):

Tan, Steve. “Rock slope stability analysis using Morgenstern-Price method.” 1975. Masters Thesis, University of Alberta. Accessed October 13, 2019. https://era.library.ualberta.ca/files/4j03d1857.

MLA Handbook (7th Edition):

Tan, Steve. “Rock slope stability analysis using Morgenstern-Price method.” 1975. Web. 13 Oct 2019.

Vancouver:

Tan S. Rock slope stability analysis using Morgenstern-Price method. [Internet] [Masters thesis]. University of Alberta; 1975. [cited 2019 Oct 13]. Available from: https://era.library.ualberta.ca/files/4j03d1857.

Council of Science Editors:

Tan S. Rock slope stability analysis using Morgenstern-Price method. [Masters Thesis]. University of Alberta; 1975. Available from: https://era.library.ualberta.ca/files/4j03d1857


Hong Kong University of Science and Technology

11. Yu, Ruiwang. Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability.

Degree: 2015, Hong Kong University of Science and Technology

 The use of vegetation to stabilise slopes from shallow failure has been increasingly attractive from the environmentally friendly perspective. Previous research mainly focused on mechanical… (more)

Subjects/Keywords: Slopes (Soil mechanics); Stability; Plant conservation; Soil mechanics; Centrifuges

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APA (6th Edition):

Yu, R. (2015). Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1450780 ; http://repository.ust.hk/ir/bitstream/1783.1-74349/1/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):

Yu, Ruiwang. “Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1450780 ; http://repository.ust.hk/ir/bitstream/1783.1-74349/1/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):

Yu, Ruiwang. “Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability.” 2015. Web. 13 Oct 2019.

Vancouver:

Yu R. Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1450780 ; http://repository.ust.hk/ir/bitstream/1783.1-74349/1/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:

Yu R. Centrifuge modelling of hydrological and mechanical effects of vegetation on slope stability. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: https://doi.org/10.14711/thesis-b1450780 ; http://repository.ust.hk/ir/bitstream/1783.1-74349/1/th_redirect.html

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


Hong Kong University of Science and Technology

12. Ni, Junjun CIVL. Effects of planting spacing and mixed plant types on root characteristics and soil suction.

Degree: 2017, Hong Kong University of Science and Technology

 Vegetation is recognised to not only affect the soil suction of slopes, but also soil hydraulic properties, including soil water retention curves (SWRC) and soil(more)

Subjects/Keywords: Soil mechanics; Plant conservation; Roots (Botany); Slopes (Soil mechanics)

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APA (6th Edition):

Ni, J. C. (2017). Effects of planting spacing and mixed plant types on root characteristics and soil suction. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012529864203412 ; http://repository.ust.hk/ir/bitstream/1783.1-88951/1/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):

Ni, Junjun CIVL. “Effects of planting spacing and mixed plant types on root characteristics and soil suction.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-991012529864203412 ; http://repository.ust.hk/ir/bitstream/1783.1-88951/1/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):

Ni, Junjun CIVL. “Effects of planting spacing and mixed plant types on root characteristics and soil suction.” 2017. Web. 13 Oct 2019.

Vancouver:

Ni JC. Effects of planting spacing and mixed plant types on root characteristics and soil suction. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-991012529864203412 ; http://repository.ust.hk/ir/bitstream/1783.1-88951/1/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:

Ni JC. Effects of planting spacing and mixed plant types on root characteristics and soil suction. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: https://doi.org/10.14711/thesis-991012529864203412 ; http://repository.ust.hk/ir/bitstream/1783.1-88951/1/th_redirect.html

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


Hong Kong University of Science and Technology

13. Kamchoom, Viroon. Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling.

Degree: 2015, Hong Kong University of Science and Technology

 Bioengineering of slope using plants has been recognised as an environmental-friendly solution for shallow slope stabilisation. It is evident that plants with different root geometries… (more)

Subjects/Keywords: Slopes (Soil mechanics); Stability; Mathematical models; Centrifuges; Plant conservation; Soil mechanics

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APA (6th Edition):

Kamchoom, V. (2015). Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1514615 ; http://repository.ust.hk/ir/bitstream/1783.1-78870/1/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):

Kamchoom, Viroon. “Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1514615 ; http://repository.ust.hk/ir/bitstream/1783.1-78870/1/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):

Kamchoom, Viroon. “Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling.” 2015. Web. 13 Oct 2019.

Vancouver:

Kamchoom V. Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1514615 ; http://repository.ust.hk/ir/bitstream/1783.1-78870/1/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:

Kamchoom V. Effects of root geometry and transpiration on slope stability : centrifuge and numerical modelling. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: https://doi.org/10.14711/thesis-b1514615 ; http://repository.ust.hk/ir/bitstream/1783.1-78870/1/th_redirect.html

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


Drexel University

14. Malasavage, Nicholas Eugene. Post-seismic displacement response in normally consolidated clay slopes.

Degree: 2010, Drexel University

Moderate to large earthquakes typically trigger thousands of landslides, some of which significantly impact the built environment. In addition to co-seismic displacement, episodes of slow… (more)

Subjects/Keywords: Civil Engineering; Slopes (Soil mechanics) – Stability; Soil mechanics

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

APA (6th Edition):

Malasavage, N. E. (2010). Post-seismic displacement response in normally consolidated clay slopes. (Thesis). Drexel University. Retrieved from http://hdl.handle.net/1860/3202

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):

Malasavage, Nicholas Eugene. “Post-seismic displacement response in normally consolidated clay slopes.” 2010. Thesis, Drexel University. Accessed October 13, 2019. http://hdl.handle.net/1860/3202.

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

MLA Handbook (7th Edition):

Malasavage, Nicholas Eugene. “Post-seismic displacement response in normally consolidated clay slopes.” 2010. Web. 13 Oct 2019.

Vancouver:

Malasavage NE. Post-seismic displacement response in normally consolidated clay slopes. [Internet] [Thesis]. Drexel University; 2010. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1860/3202.

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

Council of Science Editors:

Malasavage NE. Post-seismic displacement response in normally consolidated clay slopes. [Thesis]. Drexel University; 2010. Available from: http://hdl.handle.net/1860/3202

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


Michigan State University

15. Poopath, Visharn, 1944-. Elasto-plastic incremental approach in slope stability analysis.

Degree: PhD, Department of Civil Engineering, 1971, Michigan State University

Subjects/Keywords: Slopes (Soil mechanics); Soil mechanics

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APA (6th Edition):

Poopath, Visharn, 1. (1971). Elasto-plastic incremental approach in slope stability analysis. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:37771

Chicago Manual of Style (16th Edition):

Poopath, Visharn, 1944-. “Elasto-plastic incremental approach in slope stability analysis.” 1971. Doctoral Dissertation, Michigan State University. Accessed October 13, 2019. http://etd.lib.msu.edu/islandora/object/etd:37771.

MLA Handbook (7th Edition):

Poopath, Visharn, 1944-. “Elasto-plastic incremental approach in slope stability analysis.” 1971. Web. 13 Oct 2019.

Vancouver:

Poopath, Visharn 1. Elasto-plastic incremental approach in slope stability analysis. [Internet] [Doctoral dissertation]. Michigan State University; 1971. [cited 2019 Oct 13]. Available from: http://etd.lib.msu.edu/islandora/object/etd:37771.

Council of Science Editors:

Poopath, Visharn 1. Elasto-plastic incremental approach in slope stability analysis. [Doctoral Dissertation]. Michigan State University; 1971. Available from: http://etd.lib.msu.edu/islandora/object/etd:37771


Hong Kong University of Science and Technology

16. Leung, Anthony Kwan. Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations.

Degree: 2011, Hong Kong University of Science and Technology

 Experimental and theoretical studies have demonstrated that behaviour of unsaturated soils is governed by two independent stress-state variables, soil suction and net normal stress. Most… (more)

Subjects/Keywords: Slopes (Soil mechanics)  – Stability  – Testing; Saprolites; Slopes (Soil mechanics)  – Stability  – Mathematical models; Soil permeability  – Mathematical models; Soil moisture  – Mathematical models

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APA (6th Edition):

Leung, A. K. (2011). Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1154766 ; http://repository.ust.hk/ir/bitstream/1783.1-7315/1/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):

Leung, Anthony Kwan. “Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations.” 2011. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1154766 ; http://repository.ust.hk/ir/bitstream/1783.1-7315/1/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):

Leung, Anthony Kwan. “Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations.” 2011. Web. 13 Oct 2019.

Vancouver:

Leung AK. Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2011. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1154766 ; http://repository.ust.hk/ir/bitstream/1783.1-7315/1/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:

Leung AK. Field and laboratory studies of a saprolitic hillslope subjected to seasonal variations. [Thesis]. Hong Kong University of Science and Technology; 2011. Available from: https://doi.org/10.14711/thesis-b1154766 ; http://repository.ust.hk/ir/bitstream/1783.1-7315/1/th_redirect.html

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


University of Western Australia

17. Li, An-Jui. Two and three dimensional stability analyses for soil and rock slopes.

Degree: PhD, 2009, University of Western Australia

Slope stability assessments are classical problems for geotechnical engineers. The predictions of slope stability in soil or rock masses play an important role when designing… (more)

Subjects/Keywords: Earthquake hazard analysis; Rock slopes; Slopes (Soil mechanics); Soil mechanics; Soil stabilization; Factor of safety; Earthquake; Dimensionless parameter; Rock disturbance

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

APA (6th Edition):

Li, A. (2009). Two and three dimensional stability analyses for soil and rock slopes. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=12684&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Li, An-Jui. “Two and three dimensional stability analyses for soil and rock slopes.” 2009. Doctoral Dissertation, University of Western Australia. Accessed October 13, 2019. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=12684&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Li, An-Jui. “Two and three dimensional stability analyses for soil and rock slopes.” 2009. Web. 13 Oct 2019.

Vancouver:

Li A. Two and three dimensional stability analyses for soil and rock slopes. [Internet] [Doctoral dissertation]. University of Western Australia; 2009. [cited 2019 Oct 13]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=12684&local_base=GEN01-INS01.

Council of Science Editors:

Li A. Two and three dimensional stability analyses for soil and rock slopes. [Doctoral Dissertation]. University of Western Australia; 2009. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=12684&local_base=GEN01-INS01


Hong Kong University of Science and Technology

18. Zhu, Hong. Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes.

Degree: 2014, Hong Kong University of Science and Technology

 Vegetation is well recognized to provide mechanical reinforcement to soils, which increases soil apparent shear strength and hence slope stability. The root-water uptake process, the… (more)

Subjects/Keywords: Slopes (Soil mechanics); Stability; Mathematical models; Soil conservation; Plant conservation; Soil mechanics; Testing

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APA (6th Edition):

Zhu, H. (2014). Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1334179 ; http://repository.ust.hk/ir/bitstream/1783.1-70910/1/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):

Zhu, Hong. “Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1334179 ; http://repository.ust.hk/ir/bitstream/1783.1-70910/1/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):

Zhu, Hong. “Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes.” 2014. Web. 13 Oct 2019.

Vancouver:

Zhu H. Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1334179 ; http://repository.ust.hk/ir/bitstream/1783.1-70910/1/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:

Zhu H. Probabilistic evaluation and field testing of the stability and erodibility of vegetated slopes. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: https://doi.org/10.14711/thesis-b1334179 ; http://repository.ust.hk/ir/bitstream/1783.1-70910/1/th_redirect.html

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


University of Missouri – Columbia

19. Bellew, Thomas B. Investigation of load transfer models for recycled plastic reinforcement for slope stabilization.

Degree: 2011, University of Missouri – Columbia

 Slope failures are not only hazardous to the public, but they are also costly to maintain and repair. A field testing program involving five test… (more)

Subjects/Keywords: Soil stabilization; Reinforced plastics; Recycled products; Slopes (Soil mechanics)  – Stability

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APA (6th Edition):

Bellew, T. B. (2011). Investigation of load transfer models for recycled plastic reinforcement for slope stabilization. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/11491

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):

Bellew, Thomas B. “Investigation of load transfer models for recycled plastic reinforcement for slope stabilization.” 2011. Thesis, University of Missouri – Columbia. Accessed October 13, 2019. http://hdl.handle.net/10355/11491.

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

MLA Handbook (7th Edition):

Bellew, Thomas B. “Investigation of load transfer models for recycled plastic reinforcement for slope stabilization.” 2011. Web. 13 Oct 2019.

Vancouver:

Bellew TB. Investigation of load transfer models for recycled plastic reinforcement for slope stabilization. [Internet] [Thesis]. University of Missouri – Columbia; 2011. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/10355/11491.

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

Council of Science Editors:

Bellew TB. Investigation of load transfer models for recycled plastic reinforcement for slope stabilization. [Thesis]. University of Missouri – Columbia; 2011. Available from: http://hdl.handle.net/10355/11491

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


University of New South Wales

20. Hunter, Gavan James. The pre- and post-failure deformation behaviour of soil slopes.

Degree: Civil & Environmental Engineering, 2003, University of New South Wales

 This thesis examines the pre and post failure deformation behaviour of landslides in cut, fill and natural soil slopes, and of the deformation behaviour of… (more)

Subjects/Keywords: Slopes (Soil mechanics); Soil stabilization

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

APA (6th Edition):

Hunter, G. J. (2003). The pre- and post-failure deformation behaviour of soil slopes. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/19108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:550/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Hunter, Gavan James. “The pre- and post-failure deformation behaviour of soil slopes.” 2003. Doctoral Dissertation, University of New South Wales. Accessed October 13, 2019. http://handle.unsw.edu.au/1959.4/19108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:550/SOURCE01?view=true.

MLA Handbook (7th Edition):

Hunter, Gavan James. “The pre- and post-failure deformation behaviour of soil slopes.” 2003. Web. 13 Oct 2019.

Vancouver:

Hunter GJ. The pre- and post-failure deformation behaviour of soil slopes. [Internet] [Doctoral dissertation]. University of New South Wales; 2003. [cited 2019 Oct 13]. Available from: http://handle.unsw.edu.au/1959.4/19108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:550/SOURCE01?view=true.

Council of Science Editors:

Hunter GJ. The pre- and post-failure deformation behaviour of soil slopes. [Doctoral Dissertation]. University of New South Wales; 2003. Available from: http://handle.unsw.edu.au/1959.4/19108 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:550/SOURCE01?view=true


Florida Atlantic University

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

Degree: MS, 2016, Florida Atlantic University

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

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

MLA Handbook (7th Edition):

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

Vancouver:

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

Council of Science Editors:

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


University of Hawaii – Manoa

22. De Silva, Gallay L.R. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.

Degree: 2009, University of Hawaii – Manoa

PhD University of Hawaii at Manoa 1974

This dissertation attempts to study slope stability problems induced by human intervention on the Island of Oahu. The… (more)

Subjects/Keywords: soil mechanics of slopes; Hawaii; Oahu; physical geography of slopes; landslides; slope stability; slope changes

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APA (6th Edition):

De Silva, G. L. R. (2009). Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/11612

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):

De Silva, Gallay L R. “Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.” 2009. Thesis, University of Hawaii – Manoa. Accessed October 13, 2019. http://hdl.handle.net/10125/11612.

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

MLA Handbook (7th Edition):

De Silva, Gallay L R. “Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi.” 2009. Web. 13 Oct 2019.

Vancouver:

De Silva GLR. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. [Internet] [Thesis]. University of Hawaii – Manoa; 2009. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/10125/11612.

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

Council of Science Editors:

De Silva GLR. Slope Stability Problems Induced by Human Modification of the Soil Covered Hill Slopes of Oʻahu, Hawaiʻi. [Thesis]. University of Hawaii – Manoa; 2009. Available from: http://hdl.handle.net/10125/11612

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


Hong Kong University of Science and Technology

23. Zhang, Jie. Characterizing geotechnical model uncertainty.

Degree: 2009, Hong Kong University of Science and Technology

 There are two types of uncertainty that could affect the credibility of a geotechnical analysis, i.e., uncertainty in model input parameters, and uncertainty associated with… (more)

Subjects/Keywords: Slopes (Soil mechanics)  – Stability  – Mathematical models; Slopes (Soil mechanics)  – Stability  – Statistical methods; Bayesian statistical decision theory

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

APA (6th Edition):

Zhang, J. (2009). Characterizing geotechnical model uncertainty. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1041233 ; http://repository.ust.hk/ir/bitstream/1783.1-5951/1/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):

Zhang, Jie. “Characterizing geotechnical model uncertainty.” 2009. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1041233 ; http://repository.ust.hk/ir/bitstream/1783.1-5951/1/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):

Zhang, Jie. “Characterizing geotechnical model uncertainty.” 2009. Web. 13 Oct 2019.

Vancouver:

Zhang J. Characterizing geotechnical model uncertainty. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2009. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1041233 ; http://repository.ust.hk/ir/bitstream/1783.1-5951/1/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:

Zhang J. Characterizing geotechnical model uncertainty. [Thesis]. Hong Kong University of Science and Technology; 2009. Available from: https://doi.org/10.14711/thesis-b1041233 ; http://repository.ust.hk/ir/bitstream/1783.1-5951/1/th_redirect.html

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


University of Arizona

24. Abifadel, Nassim Riyad, 1964-. Application of Powell's conjugate direction method to slope stability analysis .

Degree: 1988, University of Arizona

 Slope stability problems often arise in construction engineering projects. They are major problems in dams construction and mines excavation. For the purpose of improving the… (more)

Subjects/Keywords: Slopes (Soil mechanics)  – Stability.; Soil mechanics.

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APA (6th Edition):

Abifadel, Nassim Riyad, 1. (1988). Application of Powell's conjugate direction method to slope stability analysis . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/276652

Chicago Manual of Style (16th Edition):

Abifadel, Nassim Riyad, 1964-. “Application of Powell's conjugate direction method to slope stability analysis .” 1988. Masters Thesis, University of Arizona. Accessed October 13, 2019. http://hdl.handle.net/10150/276652.

MLA Handbook (7th Edition):

Abifadel, Nassim Riyad, 1964-. “Application of Powell's conjugate direction method to slope stability analysis .” 1988. Web. 13 Oct 2019.

Vancouver:

Abifadel, Nassim Riyad 1. Application of Powell's conjugate direction method to slope stability analysis . [Internet] [Masters thesis]. University of Arizona; 1988. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/10150/276652.

Council of Science Editors:

Abifadel, Nassim Riyad 1. Application of Powell's conjugate direction method to slope stability analysis . [Masters Thesis]. University of Arizona; 1988. Available from: http://hdl.handle.net/10150/276652


University of Alberta

25. Zarnani, Saman. Long term performance of Devon geogrid reinforced clay embankment.

Degree: MSin Geotechnical Engineering, Department of Civil and Environmental Engineering, 2005, University of Alberta

Subjects/Keywords: Slopes (Soil mechanics); Geogrids – Evaluation.

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APA (6th Edition):

Zarnani, S. (2005). Long term performance of Devon geogrid reinforced clay embankment. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/w6634591h

Chicago Manual of Style (16th Edition):

Zarnani, Saman. “Long term performance of Devon geogrid reinforced clay embankment.” 2005. Masters Thesis, University of Alberta. Accessed October 13, 2019. https://era.library.ualberta.ca/files/w6634591h.

MLA Handbook (7th Edition):

Zarnani, Saman. “Long term performance of Devon geogrid reinforced clay embankment.” 2005. Web. 13 Oct 2019.

Vancouver:

Zarnani S. Long term performance of Devon geogrid reinforced clay embankment. [Internet] [Masters thesis]. University of Alberta; 2005. [cited 2019 Oct 13]. Available from: https://era.library.ualberta.ca/files/w6634591h.

Council of Science Editors:

Zarnani S. Long term performance of Devon geogrid reinforced clay embankment. [Masters Thesis]. University of Alberta; 2005. Available from: https://era.library.ualberta.ca/files/w6634591h


University of Alberta

26. El-Ramly, Hassan. Probabilistic analyses of landslide hazards and risks: bridging theory and practice.

Degree: PhD, Department of Civil and Environmental Engineering, 2001, University of Alberta

Subjects/Keywords: Slopes (Soil mechanics); Landslides.

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APA (6th Edition):

El-Ramly, H. (2001). Probabilistic analyses of landslide hazards and risks: bridging theory and practice. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/bg257h22j

Chicago Manual of Style (16th Edition):

El-Ramly, Hassan. “Probabilistic analyses of landslide hazards and risks: bridging theory and practice.” 2001. Doctoral Dissertation, University of Alberta. Accessed October 13, 2019. https://era.library.ualberta.ca/files/bg257h22j.

MLA Handbook (7th Edition):

El-Ramly, Hassan. “Probabilistic analyses of landslide hazards and risks: bridging theory and practice.” 2001. Web. 13 Oct 2019.

Vancouver:

El-Ramly H. Probabilistic analyses of landslide hazards and risks: bridging theory and practice. [Internet] [Doctoral dissertation]. University of Alberta; 2001. [cited 2019 Oct 13]. Available from: https://era.library.ualberta.ca/files/bg257h22j.

Council of Science Editors:

El-Ramly H. Probabilistic analyses of landslide hazards and risks: bridging theory and practice. [Doctoral Dissertation]. University of Alberta; 2001. Available from: https://era.library.ualberta.ca/files/bg257h22j


Oregon State University

27. Bransom, Mark. Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range.

Degree: Hydrology, 1990, Oregon State University

 Six headwalls in the central Oregon coast range were selected for study of soil engineering properties and vegetative characteristics important for analysis of slope stability.… (more)

Subjects/Keywords: Slopes (Soil mechanics)  – Oregon

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APA (6th Edition):

Bransom, M. (1990). Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9391

Chicago Manual of Style (16th Edition):

Bransom, Mark. “Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range.” 1990. Masters Thesis, Oregon State University. Accessed October 13, 2019. http://hdl.handle.net/1957/9391.

MLA Handbook (7th Edition):

Bransom, Mark. “Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range.” 1990. Web. 13 Oct 2019.

Vancouver:

Bransom M. Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range. [Internet] [Masters thesis]. Oregon State University; 1990. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/1957/9391.

Council of Science Editors:

Bransom M. Soil engineering properties and vegetative characteristics for headwall slope stability analysis in the Oregon coast range. [Masters Thesis]. Oregon State University; 1990. Available from: http://hdl.handle.net/1957/9391


University of Hong Kong

28. 吳國樑; Ng, Kwok-leung, Axel. Elasto-plasticity of slopes and embankments.

Degree: M. Phil., 1989, University of Hong Kong

published_or_final_version

Civil and Structural Engineering

Master

Master of Philosophy

Subjects/Keywords: Embankments.; Slopes (Soil mechanics); Elastoplasticity.

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APA (6th Edition):

吳國樑; Ng, Kwok-leung, A. (1989). Elasto-plasticity of slopes and embankments. (Masters Thesis). University of Hong Kong. Retrieved from Ng, K. A. [吳國樑]. (1989). Elasto-plasticity of slopes and embankments. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120937 ; http://dx.doi.org/10.5353/th_b3120937 ; http://hdl.handle.net/10722/32970

Chicago Manual of Style (16th Edition):

吳國樑; Ng, Kwok-leung, Axel. “Elasto-plasticity of slopes and embankments.” 1989. Masters Thesis, University of Hong Kong. Accessed October 13, 2019. Ng, K. A. [吳國樑]. (1989). Elasto-plasticity of slopes and embankments. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120937 ; http://dx.doi.org/10.5353/th_b3120937 ; http://hdl.handle.net/10722/32970.

MLA Handbook (7th Edition):

吳國樑; Ng, Kwok-leung, Axel. “Elasto-plasticity of slopes and embankments.” 1989. Web. 13 Oct 2019.

Vancouver:

吳國樑; Ng, Kwok-leung A. Elasto-plasticity of slopes and embankments. [Internet] [Masters thesis]. University of Hong Kong; 1989. [cited 2019 Oct 13]. Available from: Ng, K. A. [吳國樑]. (1989). Elasto-plasticity of slopes and embankments. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120937 ; http://dx.doi.org/10.5353/th_b3120937 ; http://hdl.handle.net/10722/32970.

Council of Science Editors:

吳國樑; Ng, Kwok-leung A. Elasto-plasticity of slopes and embankments. [Masters Thesis]. University of Hong Kong; 1989. Available from: Ng, K. A. [吳國樑]. (1989). Elasto-plasticity of slopes and embankments. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3120937 ; http://dx.doi.org/10.5353/th_b3120937 ; http://hdl.handle.net/10722/32970


Hong Kong University of Science and Technology

29. Wang, Yiqiang. Examining the initiation mechanisms of flow landslides using FEM numerical simulations.

Degree: 2015, Hong Kong University of Science and Technology

 Rainfall-induced landslide hazards are a common, serious and continual problem to many places throughout the world under tropical and subtropical climates. Both surface infiltration and… (more)

Subjects/Keywords: Landslides; Mathematical models; Slopes (Soil mechanics); Finite element method

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APA (6th Edition):

Wang, Y. (2015). Examining the initiation mechanisms of flow landslides using FEM numerical simulations. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1514623 ; http://repository.ust.hk/ir/bitstream/1783.1-88752/1/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):

Wang, Yiqiang. “Examining the initiation mechanisms of flow landslides using FEM numerical simulations.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-b1514623 ; http://repository.ust.hk/ir/bitstream/1783.1-88752/1/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):

Wang, Yiqiang. “Examining the initiation mechanisms of flow landslides using FEM numerical simulations.” 2015. Web. 13 Oct 2019.

Vancouver:

Wang Y. Examining the initiation mechanisms of flow landslides using FEM numerical simulations. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-b1514623 ; http://repository.ust.hk/ir/bitstream/1783.1-88752/1/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:

Wang Y. Examining the initiation mechanisms of flow landslides using FEM numerical simulations. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: https://doi.org/10.14711/thesis-b1514623 ; http://repository.ust.hk/ir/bitstream/1783.1-88752/1/th_redirect.html

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


Hong Kong University of Science and Technology

30. Chen, Xunwen CIVL. Effects of plant-microbes interaction on geotechnical properties of landfill topsoils.

Degree: 2017, Hong Kong University of Science and Technology

 Insufficient ecological restoration of man-made habitats on restored landfill sites is commonly observed. It would be advantageous to promote better plant growth, focusing on the… (more)

Subjects/Keywords: Landfill final covers; Slopes (Soil mechanics); Geotechnical engineering; Plant conservation

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

APA (6th Edition):

Chen, X. C. (2017). Effects of plant-microbes interaction on geotechnical properties of landfill topsoils. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012529558403412 ; http://repository.ust.hk/ir/bitstream/1783.1-88952/1/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):

Chen, Xunwen CIVL. “Effects of plant-microbes interaction on geotechnical properties of landfill topsoils.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed October 13, 2019. https://doi.org/10.14711/thesis-991012529558403412 ; http://repository.ust.hk/ir/bitstream/1783.1-88952/1/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):

Chen, Xunwen CIVL. “Effects of plant-microbes interaction on geotechnical properties of landfill topsoils.” 2017. Web. 13 Oct 2019.

Vancouver:

Chen XC. Effects of plant-microbes interaction on geotechnical properties of landfill topsoils. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2019 Oct 13]. Available from: https://doi.org/10.14711/thesis-991012529558403412 ; http://repository.ust.hk/ir/bitstream/1783.1-88952/1/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:

Chen XC. Effects of plant-microbes interaction on geotechnical properties of landfill topsoils. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: https://doi.org/10.14711/thesis-991012529558403412 ; http://repository.ust.hk/ir/bitstream/1783.1-88952/1/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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