›› 2012, Vol. 33 ›› Issue (2): 501-508.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DI Sheng-jie1, 2, XU Wei-ya1, 2, WANG Wei1, 2, WU Guan-ye3
CLC Number:
[1] | XU Jie, ZHOU Jian, LUO Ling-hui, YU Liang-gui, . Study on anisotropic permeability model for mixed kaolin-montmorillonite clays [J]. Rock and Soil Mechanics, 2020, 41(2): 469-476. |
[2] | 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. |
[3] | PENG Shou-jian, YUE Yu-qing, LIU Yi-xin, XU Jiang, . Anisotropic characteristics and shear mechanical properties of different genetic structural planes [J]. Rock and Soil Mechanics, 2019, 40(9): 3291-3299. |
[4] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, CHEN Li, . Quantitative microstructure information extraction and microscopic morphology analysis of anisotropic schist [J]. Rock and Soil Mechanics, 2019, 40(7): 2617-2627. |
[5] | YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230. |
[6] | JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238. |
[7] | 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. |
[8] | ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323. |
[9] | 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. |
[10] | 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. |
[11] | KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667. |
[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] | ZHOU Jian, CAI Lu, LUO Ling-hui, YING Hong-wei, . Limit equilibrium analysis of anisotropic soft clay stability against excavation basal heave [J]. Rock and Soil Mechanics, 2019, 40(12): 4848-4856. |
[14] | 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. |
[15] | TIAN Yu, YAO Yang-ping, LU De-chun, DU Xiu-li, . Cross-anisotropic Mohr-Coulomb criterion and formula of passive earth pressure based on modified stress method [J]. Rock and Soil Mechanics, 2019, 40(10): 3945-3950. |
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