›› 2018, Vol. 39 ›› Issue (10): 3525-3530.doi: 10.16285/j.rsm.2017.0259
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZOU De-gao1, TIAN Ji-rong1, LIU Jing-mao1, 2, ZHOU Chen-guang1, NING Fan-wei1
CLC Number:
TU 411
[1] | 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. |
[2] | WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94. |
[3] | 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. |
[4] | LIU Si-hong, SHEN Chao-min, MAO Hang-yu, SUN Yi. State-dependent elastoplastic constitutive model for rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(8): 2891-2898. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[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] | ZHANG Xiao-yan, CAI Yan-yan, ZHOU Hao-ran, YANG Yang, LI Yu-long, . Shear behaviors and fractal dimensions of carol sand at large shear strains [J]. Rock and Soil Mechanics, 2019, 40(2): 610-615. |
[13] | GUO Wan-li, CAI Zheng-yin, WU Ying-li, HUANG Ying-hao. Study on the particle breakage energy and dilatancy of coarse-grained soils [J]. Rock and Soil Mechanics, 2019, 40(12): 4703-4710. |
[14] | WANG Xin-zhi, WENG Yi-ling, WANG Xing, CHEN Wei-jun, . Interlocking mechanism of calcareous soil [J]. , 2018, 39(9): 3113-3120. |
[15] | WU Ye, WANG Yin, YANG Qing. Experiment on drag force coefficient of calcareous sand in liquid considering the effect of particle shape [J]. , 2018, 39(9): 3203-3212. |
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