机译:循环载荷下桩土相互作用的侧向位移和土壤压力的修饰计算
Department of Civil Engineering Fuzhou University 2 Xueyuan Rd. University Town Fuzhou Fujian 350108 People’s Republic of China;
Department of Civil Engineering Fuzhou University 2 Xueyuan Rd. University Town Key Lab of Fujian Province Fuzhou Fujian 350108 People’s Republic of China;
Department of Civil Engineering Fuzhou University 2 Xueyuan Rd. University Town Fuzhou Fujian 350108 People’s Republic of China Department of Civil Engineering and Architecture Zhejiang University of Technology 18 Chaowang Rd. Hangzhou Zhejiang 310014 People’s Republic of China;
Department of Civil and Environmental Engineering University of Nevada North Virginia St. Reno NV 89557 USA;
Department of Civil Engineering Fuzhou University 2 Xueyuan Rd. University Town Fuzhou Fujian 350108 People’s Republic of China;
prestress high-strength concrete pipe pile; pile–soil interaction; reciprocating low-cycle pseudostatic test; m method; p–y curve method; modified calculation;
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:线性弹性土层横向装载桩基桩土桩相互作用建模
机译:考虑层状土桩间相互作用的桩基沉降简化计算方法
机译:基于大位移幅值的循环侧向荷载试验,桩土结构非线性特性对位移幅值依赖性对桩群效率的影响
机译:侧向荷载下群桩中的土-土-桩相互作用。
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:各种桩的地震性能考虑横向循环载荷下的土桩相互作用,用于整体基台接触桥(IAJBS)