Citation: | JIN Lei, ZENG Ya-wu, YE Yang, LI Jing-jing. Improving three-dimensional DEM modeling methods for irregularly shaped particles and their assembly[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1273-1281. DOI: 10.11779/CJGE201707014 |
[1] |
CHO N, MARTIN C D, SEGO D C. A clumped particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 44(7): 997-1010.
|
[2] |
史旦达, 周 健, 刘文白, 等. 砂土单调剪切特性的非圆颗粒模拟[J]. 岩土工程学报, 2008, 30(9): 1361-1366. (SHI Dan-da, ZHOU Jian, LIU Wen-bai, et al. Numerical simulation for behaviors of sand with non-circular particles under monotonic shear loading[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1361-1366. (in Chinese))
|
[3] |
LU M, MCDOWELL G R. The importance of modelling ballast particle shape in the discrete element method[J]. Granular Matter, 2007, 9(1/2): 69-80.
|
[4] |
贾学明, 柴贺军, 郑颖人. 土石混合料大型直剪试验的颗粒离散元细观力学模拟研究[J]. 岩土力学, 2010, 31(9): 2695-2703. (JIA Xue-ming, CHAI He-jun, ZHENG Ying-ren. Mesomechanics research of large direct shear test on soil and rock aggregate mixture with particle flow code simulation[J]. Rock and Soil Mechanics, 2010, 31(9): 2695-2703. (in Chinese))
|
[5] |
Itasca Consulting Group, Inc. Universal distinct element code version 3.1[M]. Minneapolis: Itasca Consulting Group, 2006.
|
[6] |
IWASHITA K, ODA M. Micro-deformation mechanism of shear banding process based on modified distinct element method[J]. Powder Technology, 2000, 109(1/2/3): 192-205.
|
[7] |
NG T T. Numerical simulations of granular soil using elliptical particles[J]. Computers and Geotechnics, 1994, 16(2): 153-169
|
[8] |
HARTL J, JIN Y O. Numerical investigation of particle shape and particle friction on limiting bulk friction in direct shear tests and comparison with experiments[J]. Powder Technology, 2011, 212(1): 231-239.
|
[9] |
孔 亮, 彭 仁. 颗粒形状对类砂土力学性质影响的颗粒流模拟[J]. 岩石力学与工程学报, 2011, 30(10): 2112-2119. (KONG Liang, PENG Ren. Particle flow simulation of influence of particle shape on mechanical properties of quasi-sands[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10): 2112-2119. (in Chinese))
|
[10] |
刘 广, 荣 冠, 彭 俊, 等. 矿物颗粒形状的岩石力学特性效应分析[J]. 岩土工程学报, 2013, 35(3): 540-550. (LIU Guang, RONG Guan, PENG Jun, et al. Mechanical behaviors of rock affected by mineral particle shapes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 540-550. (in Chinese))
|
[11] |
SALOT C, GOTTELAND P, VILLARD P. Influence of relative density on granular materials behavior: DEM simulations of triaxial tests[J]. Granular Matter, 2009, 11(4): 221-236.
|
[12] |
LU M, MCDOWELL G R. Discrete element modelling of railway ballast under triaxial conditions[J]. Geomechanics and Geoengineering: An International Journal, 2008, 3(4): 257-270.
|
[13] |
STAHL M, KONIETZKY H. Discrete element simulation of ballast and gravel under special consideration of grain-shape, grain-size and relative density[J]. Granular Matter, 2011, 13(4): 417-428.
|
[14] |
金 磊, 曾亚武, 李 欢, 等. 基于不规则颗粒离散元的土石混合体大三轴数值模拟[J]. 岩土工程学报, 2015, 37(5): 829-838. (JIN Lei, ZENG Ya-wu, LI Huan, et al. Numerical simulation of large-scale triaxial tests on soil-rock mixture based on DEM of irregularly shaped particles[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 829-838. (in Chinese))
|
[15] |
JIANG M J, KONRAD J M, LEROUEIL S. An efficient technique for generating homogeneous specimens for DEM studies[J]. Computers & Geotechnics, 2003, 30(7): 579-597.
|
[16] |
XU W J, YUE Z Q, HU R L. Study on the mesostructure and mesomechanical characteristics of the soil-rock mixture using digital image processing based finite element method[J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(5): 749-762.
|
[17] |
ZENG Y W, JIN L, DU X, et al. Refined modeling and movement characteristics analyses of irregularly shaped particles[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39(4): 388-408.
|
[18] |
EVANS T M, CHALL S, ZHAO X, RHYNE T. Visualization and analysis of microstructure in three-dimensional discrete numerical models[J]. Journal of Computing in Civil Engineering, 2009, 23(5): 277-287.
|
[19] |
黄青富, 詹美礼, 盛金昌, 等. 基于颗粒离散单元法的获取任意相对密实度下级配颗粒堆积体的数值方法[J]. 岩土工程学报, 2015, 37(3): 537-543. (HUANG Qing-fu, ZHAN Mei-li, SHENG Jin-chang, et al. Numerical method to generate granular assemble with any desired relative density based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 537-543. (in Chinese))
|