机译:侧向卸料应力路径及过度孔隙水压对软土蠕变行为的实验研究
Chongqing Univ Sci & Technol Sch Civil Engn & Architecture Chongqing 401331 Peoples R China|Chongqing Key Lab Energy Engn Mech & Disaster Pre Chongqing 401331 Peoples R China;
Jackson State Univ Dept Civil & Environm Engn Jackson MS 39217 USA;
Chongqing Univ Sci & Technol Sch Civil Engn & Architecture Chongqing 401331 Peoples R China|Chongqing Key Lab Energy Engn Mech & Disaster Pre Chongqing 401331 Peoples R China;
Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;
Tennessee State Univ Dept Civil & Architectural Engn Nashville TN 37209 USA;
Chongqing Jiaotong Univ Sch Civil Engn Chongqing 400074 Peoples R China;
Jackson State Univ Dept Civil & Environm Engn Jackson MS 39217 USA;
机译:横向卸荷应力路径和超孔隙水压力对软土蠕变特性的试验研究
机译:侧向卸料应力路径及过度孔隙水压对软土蠕变行为的实验研究
机译:孔隙水压力下软土横向卸料蠕变本构模型
机译:线性弹性完全塑性土对刚性夹杂物周围安装引起的应力和过大孔隙水压力的数值研究
机译:粘性土壤中桩土体系的响应作为过度孔隙水压力和土壤工程性能的函数
机译:基于硅压阻传感器的PHC管桩穿透引起桩-土界面超孔隙水压力的现场测试
机译:孔隙水压力下软土横向卸料蠕变本构模型
机译:粘土中桩土系统响应与孔隙水压力及其他土壤性质的关系