机译:循环轴向荷载下砂土中位移桩的性状
University of Sao Paulo at Sao Carlos, Department of Geotechnical Engineering, Av. Trabalhador Saocarlense, 400, Sao Carlos, SP 13566-590, Brazil;
Institut National Polytechnique de Grenoble, Laboratoire 3S-R (INP-UJF-CNRS), Domaine Universitaire BP53, Grenoble 38041, France;
Imperial College, Department of Civil and Environmental Engineering, London SW7 2AZ, UK;
Department of Civil Engineering, Zhejiang University, 866 Yuhangtang, Zijingang Campus, Hangzhou 310058, China;
Institut National Polytechnique de Grenoble, Laboratoire 3S-R (INP-UJF-CNRS), Domaine Universitaire BP53, Grenoble 38041, France;
Imperial College, Department of Civil and Environmental Engineering, London SW7 2AZ, UK;
displacement pile; cyclic loading; pile-soil interface; dilatancy; calibration chamber; local stresses;
机译:砂土中桩和群桩的循环轴向性状
机译:砂土侧向荷载作用下荷载方向变化对大直径桩位移累积的影响
机译:砂土侧向荷载作用下荷载方向变化对大直径桩位移累积的影响
机译:砂土中轴力加载式模型位移桩的局部和整体性能
机译:螺旋螺旋桩在轴向和横向荷载下的单调和循环行为。
机译:循环载荷后莫氏锥度内种植体中CAD / CAM基台和预制基台的比较:轴向位移去除扭矩和拉伸去除力
机译:循环轴向荷载下砂土中位移桩的性状
机译:砂土中桩的循环轴向荷载分析