机译:砂土中钻孔桩非线性响应预测的简化方法
Shandong Univ Res Ctr Geotech & Struct Engn Jinan 250061 Peoples R China|Tongji Univ Key Lab Geotech & Underground Engn Minist Educ Shanghai 200092 Peoples R China;
Shandong Univ Res Ctr Geotech & Struct Engn Jinan 250061 Peoples R China|Univ Manchester Sch Mech Aerosp & Civil Engn Manchester M13 9PL Lancs England;
Shandong Univ Sch Civil Engn Jinan 250061 Peoples R China;
Shandong Univ Res Ctr Geotech & Struct Engn Jinan 250061 Peoples R China;
Tongji Univ Key Lab Geotech & Underground Engn Minist Educ Shanghai 200092 Peoples R China;
Single bored pile; Sand; Settlement; Nonlinear analysis; Soil-structure interaction; Cavity expansion;
机译:沙土中桩组的增容能力:预测和性能
机译:砂土中桩组的增容能力:预测和性能
机译:一种估计砂土中钻孔桩竖井摩擦力的数值方法
机译:砂土中几种静态预测方法与H桩和管桩的驱动响应比较
机译:非线性Winkler地基梁法在饱和砂土中桩基础的地震反应。
机译:北极冬季对ENSO响应的非线性显着性:北极平流层和欧洲
机译:轴向静态载荷试验下粘液砂矿床混凝土桩基响应的数值模拟