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机译:p'-恒定剪切应力平面上丰浦砂的屈服特性和非同轴性
National Police Agency, Government of Japan, Tokyo, Japan (formerly Department of Civil Engineering, Tokyo Institute of Technology).;
Professor, Geosphere Research Institute, Saitama University, Saitama, Japan.;
Obayashi Corporation, Japan (formerly Department of Civil Engineering, Tokyo Institute of Technology).;
Assistant Professor, Geosphere Research Institute, Saitama University, Saitama, Japan;
anisotropy; (elastic modulus); (isotropic hardening); laboratory test; (non-coaxiality); plasticity; sand; stress history; torsional shear; yield (igc: d6);
机译:p′-恒定剪切应力平面上丰浦砂的屈服特性和非同轴性
机译:p′-恒定剪切平面上密实丰浦砂的各向异性多次屈服
机译:初始静态剪切下不排水循环扭剪试验中松散饱和丰友砂的应变局部化特征
机译:剪切应力历史对p′-恒定剪切面上致密丰谷砂屈服的影响
机译:可控应变约束对恒定体积砂砂剪切强度和性能的影响
机译:双向剪切荷载作用下砂土的非同轴度
机译:P'-恒定剪切应力平面上的Toyoura砂的特性和非同轴性