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机译:基于位移的Barton-Bandis岩石节模型在不连续变形分析中的实现
Southwest Jiaotong Univ, Sch Civil Engn, Minist Educ, Key Lab Transportat Tunnel Engn, Chengdu 610031, Peoples R China|Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639789, Singapore;
Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639789, Singapore;
Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639789, Singapore;
Univ Wollongong, Sch Civil Min & Environm Engn, Wollongong, NSW 2522, Australia;
Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China;
Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China;
Discontinuous deformation analysis; Rock joint; Displacement-dependent shear strength; Direct shear tests; Barton-Bandis model;
机译:使用线性化实施的Barton-Bandis模型的非线性剪切行为
机译:不连续变形分析循环载荷条件下岩接头建模
机译:UDEC中Barton-Bandis本构模型对节理岩质边坡的稳定性分析。
机译:不连续变形分析的接合岩条中的波传播仿真
机译:使用不连续变形分析对节理介质中的爆破进行建模。
机译:块状结构滑移不连续边坡稳定性的模糊键块分析法
机译:一种基于能量的离散元建模方法,与调查关节岩石斜坡的变形和故障的时间序列分析
机译:露天矿山岩质边坡风险分析。第五部分节理岩体变形的概率模型及其意义