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A 3D coupled model of organic matter and inorganic matrix for calculating the permeability of shale 期刊论文
FUEL, 2017, 卷号: 204, 页码: 129-143
Authors:  Cao GH(曹高辉);  Lin M(林缅);  Jiang WB(江文滨);  Li HS;  Yi ZX;  Wu CJ;  Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
View  |  Adobe PDF(4194Kb)  |  Favorite  |  View/Download:641/199  |  Submit date:2017/08/15
Multiscale  3d Coupled Model  Mortar  Apparent Permeability  Shale Gas  
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
Authors:  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.
View  |  Adobe PDF(4090Kb)  |  Favorite  |  View/Download:505/194  |  Submit date:2017/10/27
Electro-osmotic Consolidation  Variable Soil Properties  Analytical Solution  Numerical Simulation  Excess Pore Water Pressure  Degree Of Consolidation  
Analytical Solution for Electroosmotic Consolidation Considering Nonlinear Variation of Soil Parameters 期刊论文
International Journal of Geomechanics, 2017, 卷号: 17, 期号: 5, 页码: SI:06016032
Authors:  Wu H;  Hu LM;  Qi WG(漆文刚);  Wen QB
View  |  Adobe PDF(1460Kb)  |  Favorite  |  View/Download:430/164  |  Submit date:2016/10/20
Mechanical deterioration of rock salt at different confinement levels: A grain-based lattice scheme assessment 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 84, 页码: 210-224
Authors:  Liu N;  Li M(李敏);  Chen WM(陈伟民);  Chen, WM (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
View  |  Adobe PDF(5033Kb)  |  Favorite  |  View/Download:365/159  |  Submit date:2017/07/24
Crystalline Grain  Lattice Scheme  Smooth Joint Logic (Sjl)  Confining Pressure  Mechanical Deterioration  
Pore pressure and stress distribution analysis around an inclined wellbore in a transversely isotropic formation based on the fully coupled chemo-thermo-poroelastic theory 期刊论文
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2017, 卷号: 40, 页码: 24-37
Authors:  Cao WK;  Deng JG;  Liu W;  Yu BH;  Tan Q;  Yang L(杨柳);  Li Y;  Gao JJ;  Liu, W (reprint author), China Univ Petr, State Key Lab Petr Resources & Prospecting, Beijing 102249, Peoples R China.
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Chemo-thermo-poroelastic  Fully Coupled  Finite Element  Wellbore Stability  Shale  
Induced stress interaction during multi-stage hydraulic fracturing from horizontal wells using boundary element method 会议论文
4th ISRM Young Scholars Symposium on Rock Mechanics, YSS 2017, Jeju, Korea, Republic of, May 10, 2017 - May 13, 2017
Authors:  Shi X;  Yang L(杨柳);  Li ML;  Cheng YF
View  |  Adobe PDF(228Kb)  |  Favorite  |  View/Download:331/47  |  Submit date:2018/11/08
Boundary element method  Complex networks  Fracture  Hydraulic fracturing  Rock mechanics  Sailing vessels  Stress analysis  Fracture network  Gas productivity  Horizontal stress  Inclination angles  Multiple fracture  Sequential manners  Stress condition  Unconventional reservoirs  
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES 会议论文
36th ASME International Conference on Ocean, Offshore and Arctic Engineering, Trondheim, NORWAY, JUN 25-30, 2017
Authors:  Qi WG(漆文刚);  Shi YM;  Gao FP(高福平);  Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
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Sand  Wave  Pipes  
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines 会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
Authors:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
View  |  Adobe PDF(3561Kb)  |  Favorite  |  View/Download:218/46  |  Submit date:2018/11/08
Arctic engineering  Elastoplasticity  Marine risers  Pore pressure  Soils  Stress analysis  Axial compressive forces  Elasto  plastic models  Heating and cooling  Internal friction angle  Numerical results  Operational cycle  Upheaval buckling  Uplift resistance