›› 2017, Vol. 38 ›› Issue (7): 2119-2127.doi: 10.16285/j.rsm.2017.07.036
• Numerical Analysis • Previous Articles Next Articles
ZHANG Ke-fen1, 2, ZHANG Sheng1, 2, TENG Ji-dong1, 2, SHENG Dai-chao1, 3
CLC Number:
TU 43
[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] | 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. |
[5] | CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604. |
[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] | LI Xiao-gang, ZHU Chang-qi, CUI Xiang, ZHANG Po-yu, WANG Rui, . Experimental study of triaxial shear characteristics of carbonate mixed sand [J]. Rock and Soil Mechanics, 2020, 41(1): 123-131. |
[8] | 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. |
[9] | ZHANG Ling-kai, WANG Rui, ZHANG Jian-min, TANG Xin-jun, . A static and dynamic constitutive model of rockfill material considering particle breakage [J]. Rock and Soil Mechanics, 2019, 40(7): 2547-2554. |
[10] | PENG Yu, DING Xuan-ming, XIAO Yang, CHU Jian, DENG Wei-ting, . Study of particle breakage behaviour of calcareous sand by dyeing tracking and particle image segmentation method [J]. Rock and Soil Mechanics, 2019, 40(7): 2663-2672. |
[11] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[12] | 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. |
[13] | DING Jian-yuan, CHEN Xiao-bin, ZHANG Jia-sheng, LIU Yi-yin, XIAO Yuan-jie, . Predicting model for coarse-grained soil particle breakage process using logarithmic probability regression mathematic method [J]. Rock and Soil Mechanics, 2019, 40(4): 1465-1473. |
[14] | GUO Wan-li, ZHU Jun-gao, QIAN Bin, ZHANG Dan, . Particle breakage evolution model of coarse-grained soil and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(3): 1023-1029. |
[15] | 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. |
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