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《Port Engineering Technology》 2015-01
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Analyzing Reliability of Slope Stability

Yan Wei;Zhang Shujie;Tianjin Lingang Industrial Area Construction & Development Co., Ltd.;CCCC First Harbor Consultants Co., Ltd.;  
Safety factor must be obtained when we analyze reliability of slope stability by Monte Carlo Method, reliability index will be effected by different method of safety factor; In general analytical method of slope stability, we define different function and get relevant reliability index base on c,φ,γ in different probability distribution; Considering the correlation of variables, the paper discusses the change of reliability index, probability of failure and safety factor; Except that we use the concept, sensitivity of parameter to study the effect of slope stability on different variables.
【CateGory Index】: TU43
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Chinese Journal Full-text Database 10 Hits
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3 WANG Wei;Analysis on Economical Risk of Slope Engineering[J];Underground Space;2004-03
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5 LU Xiao-chun TIAN Bin (College of Civil Engineering,China Three Gorges University,Yichang 443002);Study on Slope Safety of Earth Rockfill Cofferdam[J];Chinese Journal of Underground Space and Engineering;2007-S1
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8 Li Hongying,Tan Yuehu,Zhao Hui(PLA University of Science and Technology,Nanjing 210007,China);The Statistical Analysis Technique Research on Probability Distribution of Geotechnical parameters of One Landslide[J];Chinese Journal of Underground Space and Engineering;2012-03
9 SHI Yan (Mine Research Institute of Baotou Steel (Group) Corporation,Baotou 014010,China);Application of Monte Carlo analogy on slope feasibility analysis[J];Science & Technology of Baotou Steel(Group) Corporation;2001-01
10 HE Peng-peng,YAO Lei-hua,LIU Li-peng,CHEN QingSchool of Engineering and Technology,China University of Geosciences,Beijing 100083,China;Reliability Analysis of A Slope Considering the Randomness of Groundwater Table[J];Journal of Jilin University(Earth Science Edition);2009-02
China Proceedings of conference Full-text Database 10 Hits
1 LIN Da-chao,ZHANG Rui-hong,QI Hong-wei,ZHANG Fu-qiang (Department of Civil Engineering,North China Institute of Science and Technology,Beijing 101601,China);Multi-scale analysis of displacement evolution of slopes[A];[C];2007
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6 Ye Wanjun;An Optional Design of High Loess Slope[A];[C];2003
7 Deng Jian (School of Resources and Safety Engineering,Central South University,Changsha,410083,China);Use of maximum entropy method to generate probabilistic distribution of rock mechanical parameters:a case study[A];[C];2004
8 HUANG Lijuan LIU Chao LI Ping LI Tonglu (School of Geology Engineering and Geomatics,Chang'an University,Xi'an 710054);ANALYSIS ON LANDSLIDE STABILITY OF SHUIDONGGOU,JI COUNTY[A];[C];2012
9 ZHAI Ke,CHEN Xin,BAI Zhengguang,TUO Jinsong (College of Water Resources and Hydropower,Sichuan University,Chengdu 610065,China);Deformation Monitor and Stability Analysis of Old Waste Landslide[A];[C];2012
10 ZHAO Rui-xiu 1 , NIU Qi-ying 1 ,SHI Wen-xiang 2 (1.College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan Shanxi 030024, China; 2.Saiding Limited Company,Taiyuan Shanxi 030032,China.);ANALYSIS ON THE LANDSLIDE STABILITY BEFORE AND AFTER THE GOVERNANCE BY THE ANSYS SOFTWARE[A];[C];2013
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