Slope stability analysis

Results: 94



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11第 43 回日本地すべり学会研究発表会  三次元斜面安定解析(LEM)による杭工の設計 Design of piles based on the 3-D slope stability analysis 中村 淳(株式会社フォーラム

第 43 回日本地すべり学会研究発表会 三次元斜面安定解析(LEM)による杭工の設計 Design of piles based on the 3-D slope stability analysis 中村 淳(株式会社フォーラム

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Source URL: www.forum8.co.jp

Language: Japanese - Date: 2009-01-28 00:14:22
    12egu_logo_without_circle_grey

    egu_logo_without_circle_grey

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    Source URL: www.nat-hazards-earth-syst-sci.net

    Language: English - Date: 2014-12-04 02:47:39
    13ARTICLE IN PRESS  International Journal of Rock Mechanics & Mining Sciences–87 Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide

    ARTICLE IN PRESS International Journal of Rock Mechanics & Mining Sciences–87 Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide

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    Source URL: www.eos.ubc.ca

    Language: English - Date: 2003-12-09 12:25:00
    14Microsoft Word - 07materials.doc

    Microsoft Word - 07materials.doc

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    Source URL: www.ussdams.org

    Language: English - Date: 2007-02-24 13:55:01
    151st European Conference on Landslides, 24-26 June, 2002. Prague, Czech Republic. ppAn integrated numerical analysis approach applied to the Randa rockslide E. Eberhardt Engineering Geology, Swiss Federal Inst

    1st European Conference on Landslides, 24-26 June, 2002. Prague, Czech Republic. ppAn integrated numerical analysis approach applied to the Randa rockslide E. Eberhardt Engineering Geology, Swiss Federal Inst

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    Source URL: www.eos.ubc.ca

    Language: English - Date: 2002-07-11 17:00:00
    16the complete stability analysis solution Recent Publications LimitState:GEO uses the groundbreaking Discontinuity Layout Optimization (DLO) procedure, originated and developed at the University of Sheffield by LimitState

    the complete stability analysis solution Recent Publications LimitState:GEO uses the groundbreaking Discontinuity Layout Optimization (DLO) procedure, originated and developed at the University of Sheffield by LimitState

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    Source URL: www.limitstate.com

    Language: English - Date: 2010-02-12 12:15:10
    17Original Paper Landslides:111–116 DOIs10346Received: 24 October 2008 Accepted: 30 January 2009 Published online: 3 March 2009

    Original Paper Landslides:111–116 DOIs10346Received: 24 October 2008 Accepted: 30 January 2009 Published online: 3 March 2009

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    Source URL: www.eos.ubc.ca

    Language: English - Date: 2009-05-26 16:48:47
    18Slope Protection  Classification of slope Natural slope – in various conditions, including rock slope Man-made slope - including cut-back slope or

    Slope Protection Classification of slope Natural slope – in various conditions, including rock slope Man-made slope - including cut-back slope or

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    Source URL: personal.cityu.edu.hk

    Language: English - Date: 2006-10-26 23:13:00
    199th International Symposium of Landslides, Rio de Janeiro, June 28 – July 2, 2004. A.A. Balkema, Leiden, ppThe Randa Rockslide Laboratory: Establishing brittle and ductile instability mechanisms using numer

    9th International Symposium of Landslides, Rio de Janeiro, June 28 – July 2, 2004. A.A. Balkema, Leiden, ppThe Randa Rockslide Laboratory: Establishing brittle and ductile instability mechanisms using numer

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    Source URL: www.eos.ubc.ca

    Language: English - Date: 2005-03-22 19:16:56
    20Engineering Geology – 235 www.elsevier.com/locate/enggeo Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques D. Stead a,*, E. Eberhardt

    Engineering Geology – 235 www.elsevier.com/locate/enggeo Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques D. Stead a,*, E. Eberhardt

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    Source URL: www.eos.ubc.ca

    Language: English - Date: 2006-03-06 12:22:33