机译:考虑到三维波效应的粘弹性土壤大直径浮管桩纵向振动的新方法
Dalian Maritime Univ Dept Civil Engn Dalian 116026 Liaoning Peoples R China|Cardiff Univ Cardiff Sch Engn Queens Bldg Cardiff CF24 3AA Wales;
Dalian Maritime Univ Dept Civil Engn Dalian 116026 Liaoning Peoples R China;
Dalian Maritime Univ Dept Civil Engn Dalian 116026 Liaoning Peoples R China;
Cardiff Univ Cardiff Sch Engn Queens Bldg Cardiff CF24 3AA Wales;
Dalian Univ Technol State Key Lab Coastal & Offshore Engn Dalian 116024 Peoples R China;
Three-dimensional axisymmetric model; Floating pipe pile; Analytical solution; Radial wave effect; Complex impedance;
机译:考虑三维波效应的黏弹性土壤中管桩的竖向振动
机译:埋在非均质土壤中的大直径管桩的扭转振动
机译:考虑施工扰动效应引起的土壤径向不均匀性的大直径管桩的竖向振动
机译:驱动桩周围粘弹性土的三维固结
机译:Sakonnet河大桥粉质土壤中大直径管桩的荷载传递曲线。
机译:正弦波振动下液化土复合桩基系统垂直承载力的数值分析
机译:基于Rayleigh-Love Road模型的径向异质土宽直径管桩纵向振动的分析方法