机译:致密饱和砂具有各种晶粒尺寸和非塑料细粉含量的不驱涉环响应:实验分析和本构型建模
Nanjing Tech Univ Inst Geotech Engn Nanjing 210009 Peoples R China;
Gunma Univ Dept Environm Engn Sci Kiryu Gumma 3768515 Japan;
Sun Yat Sen Univ Sch Civil Engn Guangzhou 510275 Peoples R China;
Nanjing Tech Univ Inst Geotech Engn Nanjing 210009 Peoples R China;
Nanjing Tech Univ Inst Geotech Engn Nanjing 210009 Peoples R China;
Nanjing Tech Univ Inst Geotech Engn Nanjing 210009 Peoples R China;
Nanjing Tech Univ Inst Geotech Engn Nanjing 210009 Peoples R China;
Grain size of nonplastic fines; Fines content; Undrained cyclic triaxial response of dense saturated sand; Equivalent granular state parameter; Unified constitutive framework;
机译:砂浆混合物的不排水循环孔隙压力响应:非塑料细粉和其他参数的影响
机译:单调和循环荷载下非塑性细砂的不排水行为本构模型
机译:单调和循环载荷下非塑料粉的砂砂的不统计行为构成
机译:非排水循环饱和砂土的总耗能曲线分析
机译:循环荷载(孔隙压力,塑性)下饱和砂的本构关系。
机译:不完美饱和砂的循环强度及液化分析
机译:液化特性和非塑料粉状细砂的未加工剪切行为
机译:粒度分布对饱和砂土不排水动力特性的影响