机译:使用极限平衡模型与双向进化结构优化相结合的防浸床上用品岩石斜坡稳定性分析(BESO)方法
Wuhan Univ Technol Key Lab Roadway Bridge & Struct Engn Wuhan 430070 Hubei Peoples R China|Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Hubei Peoples R China;
Wuhan Univ Technol Key Lab Roadway Bridge & Struct Engn Wuhan 430070 Hubei Peoples R China;
Wuhan Univ Technol Key Lab Roadway Bridge & Struct Engn Wuhan 430070 Hubei Peoples R China|Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Hubei Peoples R China;
Wuhan Univ Technol Key Lab Roadway Bridge & Struct Engn Wuhan 430070 Hubei Peoples R China;
Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Hubei Peoples R China;
Anti-dip bedding rock slope (ABRS); Toppling failure; Failure surface; Optimization algorithm; Bi-directional evolutionary structural optimization (BESO);
机译:岩石螺栓局部加固的防浸床上用品岩石斜坡稳定性分析
机译:评估抗浸床上岩石斜坡稳定性进行地震的新方法
机译:双向进化结构优化(BESO)优于进化结构优化(ESO)的优势
机译:岩质边坡稳定性分析的极限平衡法与数值模拟研究
机译:使用极限平衡和数值方法对边坡稳定性进行分析,并以巴西阿瓜斯克拉拉斯矿为例。
机译:缩回:非线性准则中使用极限平衡法的边坡稳定性分析
机译:用于材料微观结构拓扑优化的双向进化结构优化(BEsO)
机译:露天矿山岩质边坡风险分析。第二部分。岩楔稳定极限平衡分析