Tesis: "Slopes (Soil mechanics)"

1

Dwyer, Todd Douglas. "Development of a physical slope failure model /". free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p1421132.

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2

Chen, Ting. "Slope failure probability based on performance history in Hong Kong /". [Hong Kong] : University of Hong Kong, 1994. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13671741.

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3

Zhan, Liangtong. "Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability /". View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20ZHAN.

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Thesis (Ph. D.)--Hong Kong University of Science and Technology, 2003.
Includes bibliographical references (leaves 471-490). Also available in electronic version. Access restricted to campus users.

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4

Malasavage, Nicholas Eugene Wartman Joseph. "Post-seismic displacement response in normally consolidated clay slopes /". Philadelphia, Pa. : Drexel University, 2010. http://hdl.handle.net/1860/3202.

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5

Kwok, Sabastein Yih Feng. "Stochastic analysis of coupled surface and subsurface flow model in steep slopes for slope stability analysis /". View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20KWOK.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2003.
Includes bibliographical references (leaves 201-205). Also available in electronic version. Access restricted to campus users.

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6

Ho, Mei Yung. "Governing parameters for stress-dependent soil-water characteristics, conjunctive flow and slope stability /". View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20HO.

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7

Abifadel, Nassim Riyad 1964. "Application of Powell's conjugate direction method to slope stability analysis". Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276652.

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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 efficiency of slope stability analysis, the optimization method suggested by Powell (1964) is used to locate the critical failure surface. The reader should bear in mind the possibility of applying optimization to a wide variety of different civil engineering problems.

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8

Zhang, Jie. "Characterizing geotechnical model uncertainty /". View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20ZHANG.

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9

Cheung, Wai Man. "Methodology for updating cut slope reliability based on observed performance /". View abstract or full-text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20CHEUNGW.

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Thesis (Ph. D.)--Hong Kong University of Science and Technology, 2003.
Includes bibliographical references (leaves 154-164). Also available in electronic version. Access restricted to campus users.

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10

Chandler, Douglas Scott. "An area approach to forest slope stability /". Thesis, Connect to this title online; UW restricted, 1992. http://hdl.handle.net/1773/10181.

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11

Yip, Tat-wing Francis. "The effect of water to the stability of man-made slope in Hong Kong". Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B43895219.

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12

Iu, Lai-ling. "Slope mainteannce [i.e. maintenance] and repair works in Hong Kong". Click to view the E-thesis via HKU Scholars Hub, 2005. http://lookup.lib.hku.hk/lookup/bib/B37935392.

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13

何旅碧 y Lui-pik Pinky Ho. "Effectiveness of horizontal drains in slope stability". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40722375.

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14

Ho, Lui-pik Pinky. "Effectiveness of horizontal drains in slope stability". Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B40722375.

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15

Hunter, Gavan James Civil &amp Environmental Engineering Faculty of Engineering UNSW. "The pre- and post-failure deformation behaviour of soil slopes". Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2003. http://handle.unsw.edu.au/1959.4/19108.

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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 embankment dams. The deformation behaviour of landslides and embankment dams have been analysed from a database of case studies from a number of classes of slope (and dam) and material type. The database included some 450 landslides in cuts, fills and natural slopes, and some 170 embankment dams. For landslides in soil slopes, methods and guidelines have been developed for use in the analysis, evaluation and prediction of the pre and post failure deformation behaviour. They take into consideration the factors influencing and the mechanics controlling the deformation behaviour for the classes of slope and material types, which are different for pre and post failure. Pre-failure deformations are largely controlled by the effective stress conditions within the slope, changes in the boundary conditions and the response of the soil to those changes in boundary conditions. Whether the soil, under the effective stress conditions imposed within the slope, is contractive (and saturated or near saturated) or dilative on shearing, has a significant influence on the pre failure deformation behaviour. The post failure deformation behaviour is strongly influenced by the mechanics of failure (including whether the soil is contractive or dilative on shearing), the source area slope angle, the downslope geometry, the orientation of the surface of rupture, the material properties and slide volume. Guidelines are presented for prediction of 'rapid' and 'slow' post failure velocity. For embankment dams, methods and guidelines have been developed for evaluation and prediction of the deformation behaviour during and post construction for selected embankment types. They take into consideration the influence of material type and placement methods, material strength and compressibility properties, embankment zoning geometry, embankment height, and reservoir operation, amongst other factors. Guidelines have been developed to assist in the identification of 'abnormal' deformation behaviour, which can be related to internal deformations or a marginal stability condition and the onset to failure.

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16

吳國樑 y Kwok-leung Axel Ng. "Elasto-plasticity of slopes and embankments". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1989. http://hub.hku.hk/bib/B31209373.

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17

Ng, Kwok-leung Axel. "Elasto-plasticity of slopes and embankments /". [Hong Kong] : University of Hong Kong, 1989. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12718580.

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18

Wong, Wai. "The relationship between ground water response and rainfall behind slope at Kwai Chung". View the Table of Contents & Abstract, 2002. http://sunzi.lib.hku.hk/hkuto/record/B3010936X.

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19

Awad, Barre Mohamed 1955. "APPLICATION OF THE SIMPLEX METHOD TO SLOPE STABILITY ANALYSIS". Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/276340.

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20

Peterson, Jennifer Lynn. "Probability analysis of slope stability". Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.

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Thesis (Ph. D.)--West Virginia University, 1999.
Title from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).

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21

Liu, Ying. "Limit equilibrium methods for slope stability analysis". Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576684.

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22

Kakarla, Kishan. "Numerical analysis of seepage in earth slopes". Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4078.

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Thesis (M.S.)--West Virginia University, 2005.
Title from document title page. Document formatted into pages; contains x, 150 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 72-73).

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23

Jaapar, Abd Rasid Bin. "A framework of a national slope safety system for Malaysia". Thesis, Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37384600.

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24

Ng, Man-chung y 吳敏聰. "Water infiltration in unsaturated soil slope". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46599642.

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25

Zhang, Jiajie y 张家杰. "Laboratory investigation of loosely compacted completely decomposed granite for slope design". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47055601.

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26

Saleh, Atef A. "Evaluation of geosynthetic reinforcement for long-term stability of embankment slopes /". Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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27

Fu, Xiangyang. "A physical model of dry ravel movement". Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Fall2005/xiangyang%5FFu%5F122105.pdf.

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28

Roslan, Norsyafina. "Landslide at Chainage 23+800 of Simpang Pulai-Lojing Highway, Malaysia : the observations and data interpretation /". View the Table of Contents & Abstract, 2006. http://sunzi.lib.hku.hk/hkuto/record/B36762830.

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29

Ge, Shemin. "Numerical modeling of horizontal drain drainage in an open pit slope". Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25096.

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A study has been made to evaluate the effects of horizontal drain drainage on the water table drawdown in open pit slopes. Two major parameters of a horizontal drain drainage system, length and spacing, were studied. A two dimensional finite element computer model was constructed to simulate the water flow into drains in rock slopes. Water flow in the saturated zone was assumed. The computer model was tested by the field data obtained from the LORNEX Mine in British Columbia and the data taken from INTRODUCTION TO GROUNDWATER MODELING (Wang & Anderson, 1982). Satisfactory agreements were obtained. As the result of computer simulations, a series of graphs were plotted. These graphs show the relationship between hydraulic head distribution vs. drain spacing and length. They could be used in horizontal drain design as an aid to determine the spacing and length of a drain system. The computer simulations were also made to study the drainage characteristics of anisotropic rock slopes. The results indicated the influence of such rock conditions on the drainage effect. Another feature of mining slopes is that their height varies as the mining operation progresses. Therefore, the suitable vertical spacing between drain rows was investigated by computer simulation. A comparison of the drainage effects of different drain patterns, parallel drain and fanned drain layouts, was also made.
Applied Science, Faculty of
Mining Engineering, Keevil Institute of
Graduate

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30

McKay, Sara E. "Geotechnical analysis of horizontal drains as a landslide mitigation method in western Washington /". abstract and full text PDF (free order & download UNR users only), 2006. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1437660.

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Thesis (M.S.)--University of Nevada, Reno, 2006.
"August, 2006." Includes bibliographical references (leaves 93-97). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2006]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.

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31

Lam, Yu-wang y 林裕宏. "Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49770445.

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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 was still occurred. In 2006, the head of the slope was moved for 2m. This raises the concern on the failure mechanism of the slope. In this study, slope stability analysis with Limit Equilibrium Method (LEM) was carried out. In view of the interslice shear could play an important role to the overall slope stability, SARMA’s method was adopted in the study. In associate with the ground model develop for the slope stability analysis, analysis of raingauge record and groundwater monitoring record also included in the study.
published_or_final_version
Applied Geosciences
Master
Master of Science

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32

Weih, Robert C. "Evaluating methods for characterizing slope conditions within polygons". Diss., This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-06062008-171008/.

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33

Bozok, Omer Loehr J. Erik. "Response of micropiles in earth slopes from large-scale physical model tests". Diss., Columbia, Mo. : University of Missouri--Columbia, 2009. http://hdl.handle.net/10355/6480.

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Title from PDF of title page (University of Missouri--Columbia, viewed on Feb 17, 2010). The entire thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file; a non-technical public abstract appears in the public.pdf file. Thesis advisor: Dr. J. Erik Loehr. Includes bibliographical references.

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34

Reeves, Bryan Anthony. "Slope stability radar /". [St. Lucia, Qld.], 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17049.pdf.

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35

Junaideen, Sainulabdeen Mohamed. "Failure of saturated sandy soils due to increase in pore water pressure". Thesis, Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B30708540.

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36

Loehr, John Erik. "Development of a hybrid limit equilibrium-finite element procedure for three-dimensional slope stability analysis /". Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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37

Lee, Chun-fai Julian. "Soil nailing a robust design for joint-controlled weathered rock in Hong Kong /". Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B42577214.

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38

Lai, Chun Hon. "Experimental study of stress-dependent soil-water characteristics and their applications on numerical analysis of slope stability /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20LAIC.

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39

Chan, Yam Ming. "Centrifuge and three dimensional numerical modelling of CDG filled slopes reinforced with different nail inclinations /". View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20CHAN.

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40

Kiriakidis, Longhi Ricardo Constantino. "Seepage in earth slopes with longitudinal drainage trenches". Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2555.

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Thesis (M.S.)--West Virginia University, 2002.
Title from document title page. Document formatted into pages; contains xii, 210 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 100-101).

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41

Ba, Te. "Flow of air-phase in soils and its application in emergent stabilization of slopes /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20BA.

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Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2004.
Includes bibliographical references (leaves 170-180). Also available in electronic version. Access restricted to campus users.

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42

Ang, Eng-Chew. "Numerical investigation of load transfer mechanisms in slopes reinforced with piles". Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/4170.

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Thesis (Ph. D.)--University of Missouri-Columbia, 2005.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (November 7, 2006) Vita. Includes bibliographical references.

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43

Ying, Yuk-lung. "A study of site investigation for housing development on hillslopes". Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B43894653.

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44

Zhang, Lulu. "Probabilistic study of slope stability under rainfall condition /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20ZHANG.

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45

Lau, Simon. "Delayed failures of cuttings in saprolites in Hong Kong /". View the Table of Contents & Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B36616527.

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46

Punyamurthula, Sujan. "Three-dimensional analysis of waste impoundment stability /". Thesis, Connect to this title online; UW restricted, 1996. http://hdl.handle.net/1773/10210.

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47

Yung, Wing-wa. "A preliminary study on the impact of hillfires on slope stability". Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B42577251.

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48

Parra, Jorge R. "Evaluation of uncertainties in the resistance provided by slender reinforcement for slope stablization /". free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137734.

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49

Gillett, Susan Gille 1957. "AN EXAMINATION OF SEARCH ROUTINES USED IN SLOPE STABILITY ANALYSES". Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276433.

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Slope stability analyses are commonly performed using computer programs hich perform safety factor calculations using limit equilibrium solutions and search for the critical, or most probable failure surface. These searches are always performed using "direct search" techniques, which are the simplest but least efficient optimization methods. In the future, more advanced optimization algorithms will be incorporated into existing slope stability programs, which will greatly increase the speed with which the search converges to the critical slip surface. The relative efficiency and reliability of these new search strategies must be established by comparative testing on a variety of slope problems. This paper presents a set of problems that will serve as a basis for future comparative testing of different optimization procedures. These problems span the range of slope problems encountered by geotechnical engineers. Baseline measures of efficiency are obtained using an existing slope stability program with grid and pattern search capabilities.

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50

Karparov, Krassimir Nikolov. "Slope stability analyses in complex geotechnical conditions thrust failure mechanisms /". Pretoria : [s.n.], 2003. http://upetd.up.ac.za/thesis/available/etd-03092007-153601.

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Tesis sobre el tema "Slopes (Soil mechanics)"

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