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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:230/91  |  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:2259/2061  |  提交时间:2019/11/25
soft clay  cyclic loads  residual pore pressure  suction anchor  
考虑浅埋破坏的拖曳锚在黏土中安装运动特性分析 期刊论文
应用数学和力学, 2018, 卷号: 39, 期号: 10, 页码: 1137-1148
作者:  毋晓妮;  胡存;  李晔
浏览  |  Adobe PDF(1864Kb)  |  收藏  |  浏览/下载:297/76  |  提交时间:2019/04/16
拖曳锚  浅埋破坏  塑性屈服面  运动轨迹  
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.
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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.
浏览  |  Adobe PDF(1650Kb)  |  收藏  |  浏览/下载:1115/356  |  提交时间:2015/01/08
Bounding-surface Plasticity Model  Saturated Clay  Cyclic Loading  Cyclic Behavior  Generalized Homological Center  
Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor 期刊论文
Theoretical and Applied Mechanics Letters, 2015, 卷号: 5, 页码: 89-92
作者:  Hu C(胡存);  Gao FP(高福平)
浏览  |  Adobe PDF(735Kb)  |  收藏  |  浏览/下载:259/79  |  提交时间:2016/02/01
Plate Anchor  Bounding-surface Plasticity Model  Pore Pressure  Coupled Analysis  
考虑饱和黏土初始各向异性的循环边界面塑性模型 期刊论文
岩土力学, 2014, 卷号: 35, 期号: 10, 页码: 2807-2814,2830
作者:  胡存;  刘海笑
浏览  |  Adobe PDF(1143Kb)  |  收藏  |  浏览/下载:461/134  |  提交时间:2014/11/05
边界面塑性模型  初始各向异性  变换应力法  循环载荷  饱和黏土  
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.
Adobe PDF(1552Kb)  |  收藏  |  浏览/下载:998/426  |  提交时间:2014/02/21
Bounding Surface Plasticity Model  Implicit Integration  Explicit Integration  Cyclic Behaviour  Saturated Clay