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J-GLOBAL ID：201702246840066096   Reference number：17A0352635

Upper bound reliability analysis of slope with nonlinear Mohr-Coulomb failure criterion

非線形MOHR-COULOMB破壊基準の下での斜面の信頼性の上限【JST・京大機械翻訳】

Author (5)： He Zhijun (School of Civil Engineering,Central South University) ,  Cao Ji (School of Civil Engineering,Central South University) ,  Zhao Lianheng (School of Civil Engineering,Central South University) ,  Qu Zhaoqian (School of Civil Engineering,Central South University) ,  Yang Shengbo (School of Civil Engineering,Central South University)
Material： Tumu Jianzhu yu Huanjing Gongcheng  (Tumu Jianzhu Huanjing Gongcheng)
Volume： 38  Issue： 6  Page： 1-9  Publication year： 2016 
JST Material Number： C2135A  ISSN： 1674-4764  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： Traditional reliability analys...

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Thesaurus term： rock ,  *reliability(property) ,  balancing method ,  normal distribution ,  reliability analysis ,  adhesive force ,  finite element method ,  *linearity ,  internal frictional angle ,  safety factor(magnetic field configuration) ,  criterion
Semi thesaurus term： ランダム変数 ,  極限解析 ,  破壊機構 ,  *破壊基準 , 【Automatic Indexing@JST】

Author keywords (5)： slope ,  reliability ,  failure criterion ,  limit analysis ,  Monte Carlo simulation

JST classification (2)： Structural mechanics in general  (HD01000X) ,  Slope stability,deformation by excavating  (RA03070L)

Terms in the title (4)： 非線形 ,  破壊基準 ,  斜面 ,  上限