机译:预应力混凝土桩在软土地基中安装后的不排水抗剪强度和孔隙压力变化
Southeast Univ, Inst Geotech Engn, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Inst Geotech Engn, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;
Southeast Univ, Inst Geotech Engn, Si Pai Lou 2, Nanjing 210096, Jiangsu, Peoples R China;
Univ Texas Arlington, Dept Civil Engn, 701 South Nedderman Dr, Arlington, TX 76019 USA;
Fujian Prov Inst Architectural Design & Res, Geotech Engn Desing Inst, Tong Hu Rd 2, Fuzhou 350001, Fujian, Peoples R China;
Fujian Prov Inst Architectural Design & Res, Geotech Engn Desing Inst, Tong Hu Rd 2, Fuzhou 350001, Fujian, Peoples R China;
PCP; CPTU; Undrained shear strength; Pore pressure; Soft clay;
机译:基于压区渗透试验的最大过量孔隙压力法(CPTU)估算过碳粘土的不泛溶性粘土剪切强度
机译:用CPTU孔压法评价黏土的不排水抗剪强度
机译:通过在软粘土中安装预制桩引起的过量孔隙水压
机译:由于将压实桩安装在软粘土中而导致孔隙压力过大
机译:应变速率对粘土和砂土抗剪强度和孔隙水压力产生的影响。
机译:开口预应力高强混凝土管桩挤入黏土的现场性能
机译:饱和软粘土的过量孔隙水压变化,经受不驱造型单向和多向循环简易剪切的饱和软粘土