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Barrier formation of micro-crack interface and piezoelectric effect in coal and rock masses 期刊论文
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 卷号: 64, 页码: 1-5
Authors:  Lv XF(吕祥锋);  Pan YS;  Xiao XC;  Wang AW
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Coal And Rock Mass  Crack Interface And Tip  Sliding Friction  Interface Barrier  Charge  
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
Authors:  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
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Collapse Loads  Slip-line Field Theory  Plane-strain Fem  Collapse Loads  Steel Catenary Riser  Submarine Pipeline  
A GPU-Based Parallel Procedure for Nonlinear Analysis of Complex Structures Using a Coupled FEM/DEM Approach 期刊论文
MATHEMATICAL PROBLEMS IN ENGINEERING, 2013, 卷号: 2013, 页码: 618980/1-618980/15
Authors:  Wang LX(王理想);  Li SH(李世海);  Zhang GX;  Ma ZS(马照松);  Zhang L;  Li, SH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Experimental study on formation mechanism of compaction bands in weathered rocks with high porosity 期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2013, 卷号: 56, 期号: 10, 页码: 2563-2571
Authors:  Han GF(韩国锋);  Liu XL;  Wang EZ;  HAN, GF (reprint author), Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
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Porous Rock  Compaction Band  Permeability Evolution  
Simulation procedure of unconfined seepage with an inner seepage face in a heterogeneous field 期刊论文
Science China-Physics Mechanics & Astronomy, 2013, 卷号: 56, 期号: 6, 页码: 1139-1147
Authors:  Wu MX(吴梦喜);  Yang LZ(杨连枝);  Yu T(余挺);  Wu, MX (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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Unconfined Seepage  Inner Seepage Face  Finite Element Method  Free Surface  
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
Authors:  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)  |  Favorite  |  View/Download:935/317  |  Submit date:2013/03/25
Inherent Anisotropy  Unsaturated  Discrete Approach  Clayey Rocks  
Progressive failure constitutive model of fracture plane in geomaterial based on strain strength distribution 期刊论文
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2013, 卷号: 50, 期号: 3-4, 页码: 570-577
Authors:  Li SH(李世海);  Zhou D(周东);  Zhou, D (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Constitutive Model  Strain Strength Distribution  Fracture Plane  Intact Factor  Fracture Factor  Combined Effect  
A comparative study on different parallel solvers for nonlinear analysis of complex structures 期刊论文
MATHEMATICAL PROBLEMS IN ENGINEERING, 2013, 卷号: 2013, 页码: 764237
Authors:  Zhang L;  Zhang GX;  Wang LX(王理想);  Ma ZS(马照松);  Li SH(李世海);  Zhang, L (reprint author), China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing 100038, Peoples R China.
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A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents 期刊论文
CHINA OCEAN ENGINEERING, 2012, 卷号: 26, 期号: 2, 页码: 185-194
Authors:  Gao FP(高福平);  Han XT(韩希霆);  Yan SM(闫术明);  Gao, FP;  Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submarine Pipeline  On-bottom Stability  Ultimate Soil Resistance  Ocean Current  Sandy Seabed  Instability  Stability  
Evolution of shear zones using numerical analysis at the May 12th Wenchuan Earthquake Site, China 期刊论文
ENVIRONMENTAL EARTH SCIENCES, 2012, 卷号: 65, 期号: 4, 页码: 1029-1036
Authors:  Lu XB(鲁晓兵);  Cui P;  Chen XQ;  Hu KH;  Zhu YY;  Lu, XB;  Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Adobe PDF(920Kb)  |  Favorite  |  View/Download:811/225  |  Submit date:2013/01/18
Simple Shear  Saturated Soils  Shear Bands  Instability  Plastic Porous Solids  Granular-materials  Saturated Soil  Undrained Conditions  Plane-strain  Instability  Localization  Bifurcation  Stability  Band