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基于动态空腔膨胀模型的土壤Mohr-Coulomb参数反演方法 期刊论文
光学精密工程, 2023, 卷号: 31, 页码: 565-580
作者:  邹欧;  薛健;  李娜;  王鑫;  杨荣;  李玉琼
Adobe PDF(3387Kb)  |  收藏  |  浏览/下载:106/30  |  提交时间:2023/05/08
动态空腔膨胀模型  土壤强度  Mohr-Coulomb准则  参数反演  
A new solver for granular avalanche simulation: Indoor experiment verification and field scale case study 期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2017, 卷号: 60, 期号: 12
作者:  Wang XL(王晓亮);  Li JC(李家春);  Li, JC (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.;  Li, JC (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
浏览  |  Adobe PDF(3398Kb)  |  收藏  |  浏览/下载:629/142  |  提交时间:2017/12/18
Avalanche  Landslide  Waf  Tvd  
Impact toughness of a gradient hardened layer of Cr5Mo1V steel treated by laser shock peening 期刊论文
ACTA MECHANICA SINICA, 2016, 卷号: 32, 期号: 2, 页码: 301-308
作者:  Xia WG(夏伟光);  Li L(李磊);  Wei YP(魏延鹏);  Zhao AM;  Guo YC(郭雅悰);  Huang CG(黄晨光);  Yin HX;  Zhang LC;  Wei, YP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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Laser Shock Peening  Gradient Hardened Layer  Plastically Affected Depth  Impact Toughness  Cleavage Fracture  
The Three-Stage Model Based on Strain Strength Distribution for the Tensile Failure Process of Rock and Concrete Materials 期刊论文
ACTA MECHANICA SOLIDA SINICA, 2016, 卷号: 29, 期号: 5, 页码: 514-526
作者:  Guo RK;  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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Three-stage Constitutive Model  Tensile Failure  Distribution Of Strain Strength  Fracture Factor  Rock And Concrete  
Large eddy simulation of boundary layer flow under cnoidal waves 期刊论文
ACTA MECHANICA SINICA, 2016, 卷号: 32, 期号: 1, 页码: 22-37
作者:  Li YJ(李银军);  Chen JB;  Zhou JF(周济福);  Zhang Q;  Zhou, JF (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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Boundary Layer Structure  Turbulence  Large Eddy Simulation  Cnoidal Wave  
Process, mechanism and impacts of scale formation in alkaline flooding by a variable porosity and permeability model 期刊论文
ACTA MECHANICA SINICA, 2016, 卷号: 32, 期号: 3, 页码: 406-421
作者:  Zhang Z(张珍);  Li JC(李家春);  Li, JC (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China.
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Alkali  Precipitation  Chemical Flood  Permeability  Oil Recovery  
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  
On the degradation of granular materials due to internal erosion 期刊论文
Acta Mechanica Sinica, 2015, 卷号: 31, 期号: 5, 页码: 685-697
作者:  Wang XL(王晓亮);  Li JC(李家春);  Li, JC (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, 15 Beisihuanxi Rd, Beijing 100190, Peoples R China.
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Internal Erosion  Degradation  Granular Materials  Discrete Element Method  
A two-scale contact model for collisions between blocks in CDEM 期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 卷号: 58, 期号: 9, 页码: 1596-1603
作者:  Li SH(李世海);  Tang DH(唐德泓);  Wang J(王杰);  Tang, DH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
浏览  |  Adobe PDF(661Kb)  |  收藏  |  浏览/下载:489/131  |  提交时间:2016/01/08
Two-scale  Contact Model  Collision  Elastic Wave  Element Subdivision  
Comparisons between centrifuge and numerical modeling results for slope toppling failure 期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 卷号: 58, 期号: 9, 页码: 1497-1508
作者:  Chen ZY;  Gong WJ;  Ma GW;  Wang J(王杰);  He L;  Xing YC;  Xing JY;  Gong, WJ (reprint author), Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China.
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Rock Slope Model  Toppling Failure  Rock-bridge  Centrifuge Test  Continuum Based Discrete Element Method  Discontinuous Deformation Analysis