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Numerical study of blast wave propagation through granular materials subjected to buried blasts 期刊论文
POWDER TECHNOLOGY, 2023, 卷号: 429, 页码: 20
作者:  Zhang, Chuanshan;  Feng C(冯春);  Xue, Kun
Adobe PDF(13091Kb)  |  收藏  |  浏览/下载：41/0  |  提交时间：2023/10/23
Buried blast  Pressure-profile  Granular materials  Coupled FEM and DEM  Numerical simulations  
A constitutive model for granular materials subjected to a large stress range 期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 120, 页码: 13
作者:  Liu L(刘林);  Yao YP;  Luo T;  Zhou AN
Adobe PDF(4451Kb)  |  收藏  |  浏览/下载：434/114  |  提交时间：2020/04/07
Granular materials  Constitutive behavior  Large stress range  Particle crushing  High stress  Constitutive model  
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.
Adobe PDF(4515Kb)  |  收藏  |  浏览/下载：503/116  |  提交时间：2016/01/07
Internal Erosion  Degradation  Granular Materials  Discrete Element Method  
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：767/246  |  提交时间：2015/04/28
Unsaturated Granular Materials  Discrete Element Method  Soil Water Characteristic Curves  Liquid Bridge  
Influence of Particle Gradation Curve on Granular Packing Characteristics 期刊论文
Procedia Engineering, 2015, 卷号: 102, 页码: 1827-1834
作者:  Wang XL(王晓亮);  Li JC(李家春)
Adobe PDF(408Kb)  |  收藏  |  浏览/下载：408/115  |  提交时间：2015/09/24
Betabeta Function  Granular Materials  Packing  Discrete Element Method  
Micro-macro homogenization of granular materials based on the average-field theory of Cosserat continuum 期刊论文
ADVANCED POWDER TECHNOLOGY, 2014, 卷号: 25, 期号: 1, 页码: 436-449
作者:  Liu, QP;  Liu XY(刘晓宇);  Li, XK;  Li SH(李世海);  Liu, QP (reprint author), Dalian Jiaotong Univ, Sch Civil & Safety Engn, Dalian 116028, Peoples R China.
Adobe PDF(876Kb)  |  收藏  |  浏览/下载：688/232  |  提交时间：2014/05/09
Granular Materials  Average-field Theory  Effective Couple Stress Tensor  Micromechanically Based Constitutive Models  
Simulation of triaxial response of granular materials by modified DEM 期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2014, 卷号: 57, 期号: 12, 页码: 2297-2308
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 Syst, Beijing 100190, Peoples R China.
Adobe PDF(965Kb)  |  收藏  |  浏览/下载：989/216  |  提交时间：2015/01/04
Granular Materials  Rolling Resistance  Dem  Calibration  Yade  
Numerical Triaxial Apparatus and Application 会议论文
3rd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2013), Jinan, China, MAY 24-26, 2013
作者:  Wang XL(王晓亮);  Li JC(李家春);  Wang XL(王晓亮)
Adobe PDF(373Kb)  |  收藏  |  浏览/下载：694/271  |  提交时间：2014/03/04
Dem  Granular Materials  Yade  Triaxial  
Effective elastic moduli of triangular lattice material with defects 期刊论文
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2012, 卷号: 60, 期号: 10, 页码: 1722-1739
作者:  Liu XY(刘晓宇);  Liang NG(梁乃刚);  Liu, XY;  Chinese Acad Sci, Inst Mech, 15 Beisihuanxi Rd, Beijing 100190, Peoples R China.
Adobe PDF(481Kb)  |  收藏  |  浏览/下载：1011/384  |  提交时间：2013/01/18
Lattice Material  Defect Effect  Micromechanics  Green's Function  Elastic Moduli  Cellular Solids  Granular-materials  Inplane Properties  Honeycombs  Strength  Behavior  Homogenization  Inclusions  Holes  
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
作者:  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)  |  收藏  |  浏览/下载：779/213  |  提交时间：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