›› 2016, Vol. 37 ›› Issue (4): 1161-1170.doi: 10.16285/j.rsm.2016.04.031
• Numerical Analysis • Previous Articles Next Articles
LI Bo1, 2,HUANG Mao-song1
CLC Number:
TU 431
[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] | PU He-fu, PAN You-fu, KHOTEJA Dibangar, ZHOU Yang. Model test on dewatering of high-water-content dredged slurry by flocculation-horizontal vacuum two-staged method [J]. Rock and Soil Mechanics, 2020, 41(5): 1502-1509. |
[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] | TIAN Wei, WANG Zhen, ZHANG Li, YU Chen. Mechanical properties of 3D printed rock samples subjected to high temperature treatment [J]. Rock and Soil Mechanics, 2020, 41(3): 961-969. |
[8] | SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146. |
[9] | 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. |
[10] | 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. |
[11] | FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, . Force chain evolution in granular materials during biaxial compression [J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434. |
[12] | ZHANG Sheng, WANG Long-fei, CHANG Xu, WANG Dong-kun, WANG Xiao-liang, QIAO Yang, . Experimental study of size effect of fracture toughness of limestone using the notched semi-circular bend samples [J]. Rock and Soil Mechanics, 2019, 40(5): 1740-1749. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
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