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A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
作者:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  收藏  |  浏览/下载：220/63  |  提交时间：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils 期刊论文
OCEAN ENGINEERING, 2015, 卷号: 104, 页码: 405-413
作者:  Gao FP(高福平);  Wang N;  Zhao B;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
浏览  |  Adobe PDF(1343Kb)  |  收藏  |  浏览/下载：422/96  |  提交时间：2015/09/22
Collapse Loads  Bearing Capacity  Slip-line Field Theory  Analytical Solution  Submarine Pipeline  
Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation 期刊论文
OCEAN ENGINEERING, 2013, 卷号: 73, 页码: 159-167
作者:  Gao FP(高福平);  Wang N(汪宁);  Zhao B(赵波);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China
Adobe PDF(2608Kb)  |  收藏  |  浏览/下载：1334/413  |  提交时间：2013/11/06
Collapse Loads  Slip-line Field Theory  Plane-strain Fem  Collapse Loads  Steel Catenary Riser  Submarine Pipeline