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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：281/138  |  提交时间：2017/11/29
Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
Using graphene to simplify the adsorption of methane on shale in MD simulations 期刊论文
COMPUTATIONAL MATERIALS SCIENCE, 2017, 卷号: 133, 页码: 99-107
作者:  Lin K;  Yuan QZ(袁泉子);  Zhao YP(赵亚溥);  Zhao, YP (reprint author), Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech, Beijing 100190, Peoples R China.
浏览  |  Adobe PDF(2550Kb)  |  收藏  |  浏览/下载：506/216  |  提交时间：2017/07/24
Graphene  Shale  Adsorption Isotherms  Adsorption Heat  Simulations  
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 85, 页码: 126-138
作者:  Wu, Hui;  Qi WG(漆文刚);  Hu, Liming;  Wen, Qingbo;  Hu, LM (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
浏览  |  Adobe PDF(4090Kb)  |  收藏  |  浏览/下载：497/191  |  提交时间：2017/10/27
Electro-osmotic Consolidation  Variable Soil Properties  Analytical Solution  Numerical Simulation  Excess Pore Water Pressure  Degree Of Consolidation  
Experimental and numerical study on the relationship between water imbibition and salt ion diffusion in fractured shale reservoirs 期刊论文
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2017, 卷号: 38, 页码: 283-297
作者:  Yang L(杨柳);  Ge HK;  Shi X;  Li J;  Zhou T;  Cao WK;  Zhang KH;  Zhang YJ;  Gao M;  Yang, L (reprint author), China Univ Petr, State Key Lab Petr Resources & Prospecting, Beijing 102249, Peoples R China.;  Shi, X (reprint author), China Univ Petr East China, Sch Petr Engn, Qingdao 266580, Peoples R China.
Adobe PDF(2519Kb)  |  收藏  |  浏览/下载：637/331  |  提交时间：2017/04/26
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.
Adobe PDF(1791Kb)  |  收藏  |  浏览/下载：416/140  |  提交时间：2016/01/08
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.
Adobe PDF(1650Kb)  |  收藏  |  浏览/下载：1123/357  |  提交时间：2015/01/08
Bounding-surface Plasticity Model  Saturated Clay  Cyclic Loading  Cyclic Behavior  Generalized Homological Center  
A novel liquid bridge model for estimating SWCC and permeability of granular material 期刊论文
POWDER TECHNOLOGY, 2015, 卷号: 275, 页码: 121-130
作者:  Wang XL(王晓亮);  Li JC(李家春);  Li, JC (reprint author), Chinese Acad Sci, Inst Mech, 15 Beisihuanxi Rd, Beijing 100190, Peoples R China.
Adobe PDF(1736Kb)  |  收藏  |  浏览/下载：773/248  |  提交时间：2015/04/28
Unsaturated Granular Materials  Discrete Element Method  Soil Water Characteristic Curves  Liquid Bridge  
Effects of Heat Softening on Initiation of Landslides 期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2014, 卷号: 11, 期号: 6, 页码: 1571-1578
作者:  Xiong CX;  Lu XB(鲁晓兵);  Huang WD;  Wang, CH;  Xiong, CX (reprint author), Fuzhou Univ, Sch Environm & Resources, Fuzhou 350108, Peoples R China.
浏览  |  Adobe PDF(1235Kb)  |  收藏  |  浏览/下载：488/88  |  提交时间：2015/01/04
Landslide  Thermo-effect  Slide Surface  Initiation  
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：999/427  |  提交时间：2014/02/21
Bounding Surface Plasticity Model  Implicit Integration  Explicit Integration  Cyclic Behaviour  Saturated Clay  
Modeling of inherent anisotropic behavior of partially saturated clayey rocks 期刊论文
COMPUTERS AND GEOTECHNICS, 2013, 卷号: 48, 页码: 29-40
作者:  Hu DW;  Zhou H;  Zhang F;  Shao JF;  Zhang JF(张均锋);  Zhou, H (reprint author), Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
Adobe PDF(828Kb)  |  收藏  |  浏览/下载：902/309  |  提交时间：2013/03/25
Inherent Anisotropy  Unsaturated  Discrete Approach  Clayey Rocks