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Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline 期刊论文
MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12
作者:  Li H;  Wang SQ;  Chen XG;  Hu C(胡存);  Liu JZ
浏览  |  Adobe PDF(2068Kb)  |  收藏  |  浏览/下载:228/91  |  提交时间:2020/03/21
Pipeline  liquefaction depth  scour depth  pore pressure response  anisotropic seabed  
Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2019, 卷号: 7, 期号: 9, 页码: 21
作者:  Li H;  Chen XG;  Hu C(胡存);  Wang SQ;  Liu JZ
浏览  |  Adobe PDF(6484Kb)  |  收藏  |  浏览/下载:2257/2060  |  提交时间:2019/11/25
soft clay  cyclic loads  residual pore pressure  suction anchor  
Wave-dissipating Performance of Twin-plate Breakwater Under Oblique Random Waves 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2017, 卷号: 27, 期号: 2, 页码: 184-192
作者:  Gu, Qian;  Huang, Guoxing;  Zhang, Ningchuan;  Hu C(胡存);  Gu, Q (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Liaoning, Peoples R China.
浏览  |  Adobe PDF(120Kb)  |  收藏  |  浏览/下载:266/93  |  提交时间:2017/11/29
Twin-plate Breakwater  Oblique Random Wave  Wave Dissipation  Directional Spectrum  Model Test  
On the instability of offshore foundations: theory and mechanism 期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 卷号: 58, 期号: 12, 页码: 124701
作者:  Gao FP(高福平);  Li JH;  Qi WG(漆文刚);  Hu C(胡存);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Failure Mechanism  Bearing Capacity  Fluid-structure Interaction  Offshore Foundation  Soil Dynamics  
A new bounding-surface plasticity model for cyclic behaviors of saturated clay 期刊论文
Communications in Nonlinear Science and Numerical Simulation, 2015, 卷号: 22, 期号: 1-3, 页码: 101-119
作者:  Hu C(胡存);  Liu HX(刘海笑);  Liu, HX (reprint author), Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China.
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Bounding-surface Plasticity Model  Saturated Clay  Cyclic Loading  Cyclic Behavior  Generalized Homological Center  
Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clay 期刊论文
COMPUTERS AND GEOTECHNICS, 2014, 卷号: 55, 页码: 27-41
作者:  Hu C(胡存);  Liu HX;  Liu, HX (reprint author), Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China.
浏览  |  Adobe PDF(1552Kb)  |  收藏  |  浏览/下载:996/426  |  提交时间:2014/02/21
Bounding Surface Plasticity Model  Implicit Integration  Explicit Integration  Cyclic Behaviour  Saturated Clay