›› 2018, Vol. 39 ›› Issue (3): 1047-1055.doi: 10.16285/j.rsm.2017.1488
• Numerical Analysis • Previous Articles Next Articles
ZHU De-fu1, 2, TU Shi-hao1, 2, YUAN Yong1, 2, MA Hang-sheng1, 2, LI Xiang-yang1, 2
CLC Number:
TU 452
[1] | BAO Ning, WEI Jing, CHEN Jian-feng. Three dimensional discrete element analysis of soil arching in piled embankment [J]. Rock and Soil Mechanics, 2020, 41(S1): 347-354. |
[2] | YANG Ji-ming, ZHANG Xiao-yong, ZHANG Fu-you, ZENG Chao-feng, MEI Guo-xiong, . Mesoscopic study on bearing characteristics of pile foundation under pile-soil-cap combined interaction in sand [J]. Rock and Soil Mechanics, 2020, 41(7): 2271-2282. |
[3] | MAO Hao-yu, XU Nu-wen, LI Biao, FAN Yi-lin, WU Jia-yao, MENG Guo-tao, . Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. Rock and Soil Mechanics, 2020, 41(7): 2470-2484. |
[4] | YANG Kai-xuan, HOU Tian-shun. Influence of compaction test types on compaction characteristics of EPS particles light weight soil [J]. Rock and Soil Mechanics, 2020, 41(6): 1971-1982. |
[5] | XU Dong-sheng, HUANG Ming, HUANG Fo-guang, CHEN Cheng. Failure behavior of cemented coral sand with different gradations [J]. Rock and Soil Mechanics, 2020, 41(5): 1531-1539. |
[6] | WU Qi-xin, YANG Zhong-xuan. Incremental behavior of granular soils: a strain response envelope perspective [J]. Rock and Soil Mechanics, 2020, 41(3): 915-922. |
[7] | KUANG Du-min, LONG Zhi-lin, ZHOU Yi-chun, YAN Chao-ping, CHEN Jia-min, . Prediction of rate-dependent behaviors of cemented geo-materials based on BP neural network [J]. Rock and Soil Mechanics, 2019, 40(S1): 390-399. |
[8] | WANG Ping, ZHU Yong-jian, YU Wei-jian, REN Heng, HUANG Zhong, . Experimental analysis on fractional compaction mechanical characteristics of soft and broken rock [J]. Rock and Soil Mechanics, 2019, 40(7): 2703-2712. |
[9] | WANG Yun-jia, SONG Er-xiang. Discrete element analysis of the particle shape effect on packing density and strength of rockfills [J]. Rock and Soil Mechanics, 2019, 40(6): 2416-2426. |
[10] | ZHAO Lan-hao, RUI Kai-tian, LIU Xun-nan. A fast linear contact detection algorithm for discrete particles of arbitrary sizes [J]. Rock and Soil Mechanics, 2019, 40(3): 1187-1196. |
[11] | ZHANG Cheng-gong, YIN Zhen-yu, WU Ze-xiang, JIN Yin-fu, . Three-dimensional discrete element simulation of influence of particle shape on granular column collapse [J]. Rock and Soil Mechanics, 2019, 40(3): 1197-1203. |
[12] | GU Xiao-qiang, YANG Shuo-cheng, . Numerical investigation on the elastic properties of granular soils by discrete element method [J]. Rock and Soil Mechanics, 2019, 40(2): 785-791. |
[13] | XIAO Si-you, SU Li-jun, JIANG Yuan-jun, LI Cheng, LIU Zhen-yu, . Influence of slope angle on mechanical properties of dry granular flow impacting vertical retaining wall [J]. Rock and Soil Mechanics, 2019, 40(11): 4341-4351. |
[14] | JING Lu, KWOK Chung-yee, ZHAO Tao, . Understanding dynamics of submarine landslide with coupled CFD-DEM [J]. Rock and Soil Mechanics, 2019, 40(1): 388-394. |
[15] | SHEN Hai-meng, LI Qi, LI Xia-ying, MA Jian-li, . Laboratory experiment and numerical simulation on brittle failure characteristics of Longmaxi formation shale in Southern Sichuan under different stress conditions [J]. Rock and Soil Mechanics, 2018, 39(S2): 254-262. |
|