机译:考虑桩-土系统渐进变形的单桩和群桩响应的简化非线性方法
Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan, Peoples R China|China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou, Peoples R China;
Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan, Peoples R China;
Zhejiang Univ, City Coll, Dept Civil Engn, Hangzhou, Zhejiang, Peoples R China;
Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan, Peoples R China;
Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan, Peoples R China;
Single pile; Pile groups; Skin friction; End resistance; Hyperbolic model; Pile-soil relative displacement; Progressive deformation;
机译:考虑桩土体系逐步失效的非均匀桩基响应的有限元预测
机译:考虑桩土系统渐进破坏的非均匀排列群桩响应的有限元预测
机译:横向循环荷载下相对桩土刚度和载荷偏心度对砂土单桩响应的影响
机译:考虑瑞雷波通过时桩土相互作用的单桩竖向动力响应计算研究
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:被动桩对3D地面变形和主动桩响应的影响
机译:单垫与双锚床桩之间的比较,简化方法解决了静态不确定系统
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