机译:部分饱和黏土岩石固有各向异性行为建模
State Key Laboratory of Ceomechanics and Ceotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China,LML, UMR8107, CNRS, University of Lille I. Villeneuve d'Ascq, France;
State Key Laboratory of Ceomechanics and Ceotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;
Hubei University of Technology, Wuhan 430068, China;
LML, UMR8107, CNRS, University of Lille I. Villeneuve d'Ascq, France;
Key Laboratory for Hydrodynamics and Ocean Engineering, Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China;
inherent anisotropy; unsaturated; discrete approach; clayey rocks;
机译:由于微裂纹各向异性传播引起的黏性岩石随时间变化的行为的微观模型
机译:用于核储存饱和克莱恩主体岩石岩体仿真仿真的两尺寸水力机械损伤模型
机译:三轴压缩下固有各向异性和围压对各向异性片状岩石力学行为的影响评估
机译:裂缝和部分饱和岩石的有效弹性性能
机译:在剪切部分熔融岩中表征三维熔体分布和各向异性渗透率
机译:黏土微观力学行为的有限元/渗流理论模型
机译:部分饱和黏土岩石固有各向异性行为建模
机译:部分和全饱和岩石的有效应力模型。