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You searched for subject:(Slopes Soil mechanics ). Showing records 1 – 30 of 27818 total matches.

[1] [2] [3] [4] [5] … [928]

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Oregon State University

1. 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 September 22, 2020. 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. 22 Sep 2020.

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 2020 Sep 22]. 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

2. 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 September 22, 2020. http://hdl.handle.net/1957/9887.

MLA Handbook (7th Edition):

Saunders, George P. “Laboratory investigation of the mechanics of raveling soils.” 1987. Web. 22 Sep 2020.

Vancouver:

Saunders GP. Laboratory investigation of the mechanics of raveling soils. [Internet] [Masters thesis]. Oregon State University; 1987. [cited 2020 Sep 22]. 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


Oregon State University

3. 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 September 22, 2020. http://hdl.handle.net/1957/44272.

MLA Handbook (7th Edition):

Narkiewicz, Steven Arthur. “Flow slide control with slope revetments.” 1975. Web. 22 Sep 2020.

Vancouver:

Narkiewicz SA. Flow slide control with slope revetments. [Internet] [Masters thesis]. Oregon State University; 1975. [cited 2020 Sep 22]. 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

4. 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 September 22, 2020. http://hdl.handle.net/1957/21786.

MLA Handbook (7th Edition):

Rikli, Anthony M. “Evaluation of straw wattle placement and surficial slope stability.” 2011. Web. 22 Sep 2020.

Vancouver:

Rikli AM. Evaluation of straw wattle placement and surficial slope stability. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2020 Sep 22]. 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 Hong Kong

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

Degree: 2008, University of Hong Kong

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

Ho, Lui-pik, P. (2008). Effectiveness of horizontal drains in slope stability. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/50151

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):

Ho, Lui-pik, Pinky. “Effectiveness of horizontal drains in slope stability.” 2008. Thesis, University of Hong Kong. Accessed September 22, 2020. http://hdl.handle.net/10722/50151.

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

MLA Handbook (7th Edition):

Ho, Lui-pik, Pinky. “Effectiveness of horizontal drains in slope stability.” 2008. Web. 22 Sep 2020.

Vancouver:

Ho, Lui-pik P. Effectiveness of horizontal drains in slope stability. [Internet] [Thesis]. University of Hong Kong; 2008. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10722/50151.

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

Council of Science Editors:

Ho, Lui-pik P. Effectiveness of horizontal drains in slope stability. [Thesis]. University of Hong Kong; 2008. Available from: http://hdl.handle.net/10722/50151

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


University of Hong Kong

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

Degree: 1976, University of Hong Kong

Subjects/Keywords: Slopes (Soil mechanics)

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APA (6th Edition):

Tse, F. (1976). Probabilistic aspects of slope stability. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/39338

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):

Tse, Fai-hung. “Probabilistic aspects of slope stability.” 1976. Thesis, University of Hong Kong. Accessed September 22, 2020. http://hdl.handle.net/10722/39338.

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

MLA Handbook (7th Edition):

Tse, Fai-hung. “Probabilistic aspects of slope stability.” 1976. Web. 22 Sep 2020.

Vancouver:

Tse F. Probabilistic aspects of slope stability. [Internet] [Thesis]. University of Hong Kong; 1976. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/10722/39338.

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

Council of Science Editors:

Tse F. Probabilistic aspects of slope stability. [Thesis]. University of Hong Kong; 1976. Available from: http://hdl.handle.net/10722/39338

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


University of Alberta

7. 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 September 22, 2020. https://era.library.ualberta.ca/files/4j03d1857.

MLA Handbook (7th Edition):

Tan, Steve. “Rock slope stability analysis using Morgenstern-Price method.” 1975. Web. 22 Sep 2020.

Vancouver:

Tan S. Rock slope stability analysis using Morgenstern-Price method. [Internet] [Masters thesis]. University of Alberta; 1975. [cited 2020 Sep 22]. 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

8. 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 http://repository.ust.hk/ir/Record/1783.1-74349 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-74349 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-74349 ; 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: http://repository.ust.hk/ir/Record/1783.1-74349 ; 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

9. 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 http://repository.ust.hk/ir/Record/1783.1-78870 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-78870 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-78870 ; 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: http://repository.ust.hk/ir/Record/1783.1-78870 ; 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


Hong Kong University of Science and Technology

10. 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 http://repository.ust.hk/ir/Record/1783.1-88951 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-88951 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-88951 ; 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: http://repository.ust.hk/ir/Record/1783.1-88951 ; 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


Michigan State University

11. 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 September 22, 2020. 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. 22 Sep 2020.

Vancouver:

Poopath, Visharn 1. Elasto-plastic incremental approach in slope stability analysis. [Internet] [Doctoral dissertation]. Michigan State University; 1971. [cited 2020 Sep 22]. 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

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

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 http://repository.ust.hk/ir/Record/1783.1-7315 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-7315 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-7315 ; 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: http://repository.ust.hk/ir/Record/1783.1-7315 ; 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


Hong Kong University of Science and Technology

13. 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 http://repository.ust.hk/ir/Record/1783.1-70910 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-70910 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-70910 ; 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: http://repository.ust.hk/ir/Record/1783.1-70910 ; 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 New South Wales

14. 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 (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 September 22, 2020. 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. 22 Sep 2020.

Vancouver:

Hunter GJ. The pre- and post-failure deformation behaviour of soil slopes. [Internet] [Doctoral dissertation]. University of New South Wales; 2003. [cited 2020 Sep 22]. 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

15. 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 September 22, 2020. 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. 22 Sep 2020.

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 2020 Sep 22]. 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 Missouri – Columbia

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

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 September 22, 2020. 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. 22 Sep 2020.

Vancouver:

Bellew TB. Investigation of load transfer models for recycled plastic reinforcement for slope stabilization. [Internet] [Thesis]. University of Missouri – Columbia; 2011. [cited 2020 Sep 22]. 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


Hong Kong University of Science and Technology

17. Goodwin, George Robert CIVL. Unsteady dry granular flow interaction with slit-structures.

Degree: 2018, Hong Kong University of Science and Technology

 Steep-creek hazards are a hazardous phenomenon that afflict mountainous areas across the globe. To prevent such flows from claiming lives and destroying infrastructure, active countermeasures… (more)

Subjects/Keywords: Granular flow ; Fluid-structure interaction ; Landslide hazard analysis ; Slopes (Soil mechanics) ; Soil mechanics

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APA (6th Edition):

Goodwin, G. R. C. (2018). Unsteady dry granular flow interaction with slit-structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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):

Goodwin, George Robert CIVL. “Unsteady dry granular flow interaction with slit-structures.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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):

Goodwin, George Robert CIVL. “Unsteady dry granular flow interaction with slit-structures.” 2018. Web. 22 Sep 2020.

Vancouver:

Goodwin GRC. Unsteady dry granular flow interaction with slit-structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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:

Goodwin GRC. Unsteady dry granular flow interaction with slit-structures. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: http://repository.ust.hk/ir/Record/1783.1-100455 ; https://doi.org/10.14711/thesis-991012633568703412 ; http://repository.ust.hk/ir/bitstream/1783.1-100455/1/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

18. 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 September 22, 2020. 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. 22 Sep 2020.

Vancouver:

Abifadel, Nassim Riyad 1. Application of Powell's conjugate direction method to slope stability analysis . [Internet] [Masters thesis]. University of Arizona; 1988. [cited 2020 Sep 22]. 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


Montana State University

19. Quinn, Colin Aidan. Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana.

Degree: College of Letters & Science, 2018, Montana State University

 Mountain hillslopes are dynamic settings with discontinuous soils affected by a suite of variables including climate, lithology, hydrology, and vegetation. Our study seeks to understand… (more)

Subjects/Keywords: Slopes (Soil mechanics).; Trees.; Erosion.; Isotopes.; Soils.; Optical radar.; Remote sensing.

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APA (6th Edition):

Quinn, C. A. (2018). Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/14614

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):

Quinn, Colin Aidan. “Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana.” 2018. Thesis, Montana State University. Accessed September 22, 2020. https://scholarworks.montana.edu/xmlui/handle/1/14614.

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

MLA Handbook (7th Edition):

Quinn, Colin Aidan. “Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana.” 2018. Web. 22 Sep 2020.

Vancouver:

Quinn CA. Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana. [Internet] [Thesis]. Montana State University; 2018. [cited 2020 Sep 22]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14614.

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

Council of Science Editors:

Quinn CA. Soil storage on steep forested and non-forested mountain hillslopes in the Bitterroot Mountains, Montana. [Thesis]. Montana State University; 2018. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14614

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


University of Alberta

20. 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 September 22, 2020. https://era.library.ualberta.ca/files/w6634591h.

MLA Handbook (7th Edition):

Zarnani, Saman. “Long term performance of Devon geogrid reinforced clay embankment.” 2005. Web. 22 Sep 2020.

Vancouver:

Zarnani S. Long term performance of Devon geogrid reinforced clay embankment. [Internet] [Masters thesis]. University of Alberta; 2005. [cited 2020 Sep 22]. 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

21. 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 September 22, 2020. 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. 22 Sep 2020.

Vancouver:

El-Ramly H. Probabilistic analyses of landslide hazards and risks: bridging theory and practice. [Internet] [Doctoral dissertation]. University of Alberta; 2001. [cited 2020 Sep 22]. 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


University of British Columbia

22. Hodge, Robert A.L. Regional geology, groundwater flow systems and slope stability .

Degree: 1976, University of British Columbia

 The purpose of this thesis is to show, using computer simulation of flow systems in a variety of hypothetical slopes, how different geological environments affect… (more)

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

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APA (6th Edition):

Hodge, R. A. L. (1976). Regional geology, groundwater flow systems and slope stability . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/19889

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):

Hodge, Robert A L. “Regional geology, groundwater flow systems and slope stability .” 1976. Thesis, University of British Columbia. Accessed September 22, 2020. http://hdl.handle.net/2429/19889.

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

MLA Handbook (7th Edition):

Hodge, Robert A L. “Regional geology, groundwater flow systems and slope stability .” 1976. Web. 22 Sep 2020.

Vancouver:

Hodge RAL. Regional geology, groundwater flow systems and slope stability . [Internet] [Thesis]. University of British Columbia; 1976. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/2429/19889.

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

Council of Science Editors:

Hodge RAL. Regional geology, groundwater flow systems and slope stability . [Thesis]. University of British Columbia; 1976. Available from: http://hdl.handle.net/2429/19889

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


Oregon State University

23. 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 September 22, 2020. 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. 22 Sep 2020.

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 2020 Sep 22]. 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


Washington State University

24. [No author]. A physical model of dry ravel movement .

Degree: 2004, Washington State University

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

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APA (6th Edition):

author], [. (2004). A physical model of dry ravel movement . (Thesis). Washington State University. Retrieved from http://hdl.handle.net/2376/444

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):

author], [No. “A physical model of dry ravel movement .” 2004. Thesis, Washington State University. Accessed September 22, 2020. http://hdl.handle.net/2376/444.

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

MLA Handbook (7th Edition):

author], [No. “A physical model of dry ravel movement .” 2004. Web. 22 Sep 2020.

Vancouver:

author] [. A physical model of dry ravel movement . [Internet] [Thesis]. Washington State University; 2004. [cited 2020 Sep 22]. Available from: http://hdl.handle.net/2376/444.

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

Council of Science Editors:

author] [. A physical model of dry ravel movement . [Thesis]. Washington State University; 2004. Available from: http://hdl.handle.net/2376/444

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

25. Yiu, Wing Hang CIVL. Slope health monitoring using the HVSR technique with case studies in Taiwan.

Degree: 2019, Hong Kong University of Science and Technology

 Landslides pose a large threat to both human lives and infrastructures. Hence, slope health monitoring is an important task to protect the slopes from catastrophic… (more)

Subjects/Keywords: Slopes (Soil mechanics) ; Stability ; Monitoring ; Analysis ; Spectrum analysis ; Resonant vibration

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APA (6th Edition):

Yiu, W. H. C. (2019). Slope health monitoring using the HVSR technique with case studies in Taiwan. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-102380 ; https://doi.org/10.14711/thesis-991012752559003412 ; http://repository.ust.hk/ir/bitstream/1783.1-102380/1/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):

Yiu, Wing Hang CIVL. “Slope health monitoring using the HVSR technique with case studies in Taiwan.” 2019. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-102380 ; https://doi.org/10.14711/thesis-991012752559003412 ; http://repository.ust.hk/ir/bitstream/1783.1-102380/1/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):

Yiu, Wing Hang CIVL. “Slope health monitoring using the HVSR technique with case studies in Taiwan.” 2019. Web. 22 Sep 2020.

Vancouver:

Yiu WHC. Slope health monitoring using the HVSR technique with case studies in Taiwan. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2019. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-102380 ; https://doi.org/10.14711/thesis-991012752559003412 ; http://repository.ust.hk/ir/bitstream/1783.1-102380/1/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:

Yiu WHC. Slope health monitoring using the HVSR technique with case studies in Taiwan. [Thesis]. Hong Kong University of Science and Technology; 2019. Available from: http://repository.ust.hk/ir/Record/1783.1-102380 ; https://doi.org/10.14711/thesis-991012752559003412 ; http://repository.ust.hk/ir/bitstream/1783.1-102380/1/th_redirect.html

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


University of Aberdeen

26. Li, Pan. Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study.

Degree: PhD, 2017, University of Aberdeen

 Slope channel systems represent significant but highly variable deep-water stratigraphic features and reservoir targets. Variations in architecture and component facies can take place along strike,… (more)

Subjects/Keywords: 551.43; Outcrops (Geology); Intrusions (Geology); Submarine topgraphy; Slopes (Soil mechanics)

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APA (6th Edition):

Li, P. (2017). Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study. (Doctoral Dissertation). University of Aberdeen. Retrieved from http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=231778 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715465

Chicago Manual of Style (16th Edition):

Li, Pan. “Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study.” 2017. Doctoral Dissertation, University of Aberdeen. Accessed September 22, 2020. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=231778 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715465.

MLA Handbook (7th Edition):

Li, Pan. “Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study.” 2017. Web. 22 Sep 2020.

Vancouver:

Li P. Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study. [Internet] [Doctoral dissertation]. University of Aberdeen; 2017. [cited 2020 Sep 22]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=231778 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715465.

Council of Science Editors:

Li P. Architecture and sedimentology of slope channel fills : an outcrop- and subsurface-based study. [Doctoral Dissertation]. University of Aberdeen; 2017. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=231778 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715465


Hong Kong University of Science and Technology

27. Ooi, Ghee Leng. Exploratory study on initiation mechanism of flow landslide in loose soil.

Degree: 2012, Hong Kong University of Science and Technology

 This research aims to investigate the initiation mechanisms of flow landslide through the implementation of emerging new sensor technology in a series of instrumented laboratory… (more)

Subjects/Keywords: Landslides  – Analysis ; Landslides  – Testing ; Landslide hazard analysis ; Slopes (Soil mechanics)

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APA (6th Edition):

Ooi, G. L. (2012). Exploratory study on initiation mechanism of flow landslide in loose soil. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7756 ; https://doi.org/10.14711/thesis-b1198343 ; http://repository.ust.hk/ir/bitstream/1783.1-7756/1/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):

Ooi, Ghee Leng. “Exploratory study on initiation mechanism of flow landslide in loose soil.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-7756 ; https://doi.org/10.14711/thesis-b1198343 ; http://repository.ust.hk/ir/bitstream/1783.1-7756/1/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):

Ooi, Ghee Leng. “Exploratory study on initiation mechanism of flow landslide in loose soil.” 2012. Web. 22 Sep 2020.

Vancouver:

Ooi GL. Exploratory study on initiation mechanism of flow landslide in loose soil. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-7756 ; https://doi.org/10.14711/thesis-b1198343 ; http://repository.ust.hk/ir/bitstream/1783.1-7756/1/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:

Ooi GL. Exploratory study on initiation mechanism of flow landslide in loose soil. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7756 ; https://doi.org/10.14711/thesis-b1198343 ; http://repository.ust.hk/ir/bitstream/1783.1-7756/1/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

28. Li, Xueyou. Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information.

Degree: 2016, Hong Kong University of Science and Technology

 Engineered slopes are critical challenges in engineering practices. Failures of the engineered slopes can cause catastrophic losses of human lives and properties, which have been… (more)

Subjects/Keywords: Slopes (Soil mechanics) ; Monitoring ; Reliability ; Analysis ; Statistical methods ; Mathematical models

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

APA (6th Edition):

Li, X. (2016). Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-87022 ; https://doi.org/10.14711/thesis-b1627707 ; http://repository.ust.hk/ir/bitstream/1783.1-87022/1/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):

Li, Xueyou. “Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information.” 2016. Thesis, Hong Kong University of Science and Technology. Accessed September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-87022 ; https://doi.org/10.14711/thesis-b1627707 ; http://repository.ust.hk/ir/bitstream/1783.1-87022/1/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):

Li, Xueyou. “Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information.” 2016. Web. 22 Sep 2020.

Vancouver:

Li X. Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2016. [cited 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-87022 ; https://doi.org/10.14711/thesis-b1627707 ; http://repository.ust.hk/ir/bitstream/1783.1-87022/1/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:

Li X. Evaluation of the life-cycle reliability of engineered slopes utilizing multi-source monitoring information. [Thesis]. Hong Kong University of Science and Technology; 2016. Available from: http://repository.ust.hk/ir/Record/1783.1-87022 ; https://doi.org/10.14711/thesis-b1627707 ; http://repository.ust.hk/ir/bitstream/1783.1-87022/1/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

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

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 http://repository.ust.hk/ir/Record/1783.1-88752 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-88752 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-88752 ; 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: http://repository.ust.hk/ir/Record/1783.1-88752 ; 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 http://repository.ust.hk/ir/Record/1783.1-88952 ; 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 September 22, 2020. http://repository.ust.hk/ir/Record/1783.1-88952 ; 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. 22 Sep 2020.

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 2020 Sep 22]. Available from: http://repository.ust.hk/ir/Record/1783.1-88952 ; 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: http://repository.ust.hk/ir/Record/1783.1-88952 ; 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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