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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  
Numerical study of the pressure wave-induced shedding mechanism in the cavitating flow around an axisymmetric projectile via a compressible multiphase solver 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 187, 页码: 9
作者:  Ye BS(叶秉晟);  Wang YW(王一伟);  Huang CG(黄晨光);  Huang J(黄荐)
浏览  |  Adobe PDF(6354Kb)  |  收藏  |  浏览/下载：377/104  |  提交时间：2019/11/12
Cavitation  Compressibility  Shedding mechanism  OpenFOAM (R)  
Experimental study of pullout capacity of plate anchors shallowly embedded in hydrate bearing sediments 期刊论文
OCEAN ENGINEERING, 2019, 卷号: 173, 页码: 548-555
作者:  Liu F;  Sun HY;  Jung JW;  Zhang XH(张旭辉);  Ju X
浏览  |  Adobe PDF(1527Kb)  |  收藏  |  浏览/下载：319/122  |  提交时间：2019/04/11
Pullout capacity  Plate anchor  Gas hydrate  Physical model test  Floating offshore platform  
Bearing capacity of spudcan foundations in a spatially varying clayey seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
作者:  Li L;  Li JH;  Huang JS;  Gao FP(高福平);  Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
浏览  |  Adobe PDF(2112Kb)  |  收藏  |  浏览/下载：280/138  |  提交时间：2017/11/29
Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation 期刊论文
OCEAN ENGINEERING, 2015, 卷号: 105, 页码: 1-9
作者:  Zhang, X. H.;  Lu, X. B.;  Shi, Y. H.;  Xia, Z.;  Liu, W. T.;  Zhang, XH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
浏览  |  Adobe PDF(7473Kb)  |  收藏  |  浏览/下载：378/124  |  提交时间：2015/10/21
Gas Hydrate  Stratum Instability  Centrifuge Test  Dissociation Zone  Pore Fluid Pressure  
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