›› 2015, Vol. 36 ›› Issue (8): 2402-2408.doi: 10.16285/j.rsm.2015.08.037
• Numerical Analysis • Previous Articles Next Articles
JI Xian-jun1, 2, LIANG Ying1, OU Guo-qiang2, YANG Shun2, WANG Jun2, LU Gui-hong2
CLC Number:
[1] | WANG Dong-po, CHEN Zheng, HE Si-ming, CHEN Ke-jian, LIU Fa-ming, LI Ming-qing, . Physical model experiments of dynamic interaction between debris flow and bridge pier model [J]. Rock and Soil Mechanics, 2019, 40(9): 3363-3372. |
[2] | CONG Yi, CONG Yu, ZHANG Li-ming, JIA Le-xin, WANG Zai-quan, . 3D particle flow simulation of loading-unloading failure process of marble [J]. Rock and Soil Mechanics, 2019, 40(3): 1179-1186. |
[3] | WANG Zhong-fu ,HE Si-ming ,LI Xiu-zhen,. Numerical analysis of Tibet Zhangmu dangerous rock collapse by discrete element method [J]. , 2014, 35(S1): 399-406. |
[4] | ZHAO Yan-bo , YOU Yong , LIU Jin-feng , CHEN Xing-chang,. Study of gully bed erosion depth of viscous debris flow [J]. , 2014, 35(6): 1751-1755. |
[5] | WU Qian1,WANG Chang-ming1,SONG Peng-ran1,ZHU Hai-bo1,MA Dong-he2. Rainfall erosion experiment for steep loess slope and fluid-soil coupling simulation with PFC3D [J]. , 2014, 35(4): 977-985. |
[6] | ZHANG Chao,ZHAN Xu-cai,YANG Chun-he. Mesoscopic simulation of strength and deformation characteristics of coarse grained materials [J]. , 2013, 34(7): 2077-2083. |
[7] | LI Jian-jun,SHAO Sheng-jun,XIONG Tian-fang. Research on physical model experiment of tunnel obliquely crossing a ground fissure [J]. , 2010, 31(S1): 115-120. |