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Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14
Authors:  Li CF(李畅飞);  Gao FP(高福平)
Adobe PDF(5947Kb)  |  Favorite  |  View/Download：239/44  |  Submit date：2022/07/18
Flume observations  Analytical solution  Wave-induced pore pressure  Amplitude attenuation  Phase lag  
A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
Authors:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  Favorite  |  View/Download：268/54  |  Submit date：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
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
Authors:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  Favorite  |  View/Download：257/75  |  Submit date：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
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
Authors:  Liu F;  Sun HY;  Jung JW;  Zhang XH(张旭辉);  Ju X
View  |  Adobe PDF(1527Kb)  |  Favorite  |  View/Download：355/137  |  Submit date：2019/04/11
Pullout capacity  Plate anchor  Gas hydrate  Physical model test  Floating offshore platform  
Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 145, 页码: 344-358
Authors:  Xu LG(许雷阁);  Lin M(林缅);  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
View  |  Adobe PDF(3609Kb)  |  Favorite  |  View/Download：399/160  |  Submit date：2017/12/18
The Vfife Method  Dimensional Analysis  Upheaval Bucking  Uneven Seabed  
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
Authors:  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.
Adobe PDF(7473Kb)  |  Favorite  |  View/Download：407/137  |  Submit date：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
Authors:  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.
Adobe PDF(1343Kb)  |  Favorite  |  View/Download：440/97  |  Submit date：2015/09/22
Collapse Loads  Bearing Capacity  Slip-line Field Theory  Analytical Solution  Submarine Pipeline  
An analytical solution for response of a porous seabed to combined wave and current loading 期刊论文
OCEAN ENGINEERING, 2013, 卷号: 57, 页码: 240-247
Authors:  Zhang Y;  Jeng DS;  Gao FP(高福平);  Zhang JS;  Jeng, DS (reprint author), Shanghai Jiao Tong Univ, Dept Civil Engn, Ctr Marine Geotech Engn, Key Lab Ocean Engn, Shanghai 200240, Peoples R China.
Adobe PDF(461Kb)  |  Favorite  |  View/Download：1082/336  |  Submit date：2013/03/15
Pore Pressure  Wave-current Interactions  Porous Seabed  Effective Stresses