Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 329-336.doi: 10.16285/j.rsm.2019.1306
• Numerical Analysis • Previous Articles Next Articles
WANG Xiang-nan1, HAO Qing-shuo1, YU Jia-lin2, YU Yu-zhen1, LÜ He1
CLC Number:
[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] | KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706. |
[3] | YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, . Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2020, 41(1): 194-204. |
[4] | NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492. |
[5] | CHEN Qing-fa, YIN Ting-chang, GAO Yuan, . Three-dimensional demarcation method of homogeneous structural domains of jointed rock masses at underground mine [J]. Rock and Soil Mechanics, 2019, 40(8): 3181-3188. |
[6] | LIU Yu, ZHANG Wei, LIANG Xiao-long, XU Lin, TANG Xin-yu. Determination on representative element volume of Nanjing silty-fine sand for its spatial pore structure [J]. Rock and Soil Mechanics, 2019, 40(7): 2723-2729. |
[7] | HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865. |
[8] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[9] | YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340. |
[10] | CUI Chun-yi, MENG Kun, WU Ya-jun, MA Ke-yan, LIANG Zhi-meng, . Dynamic impedance for vertical vibration of a single pile in axisymmetrically surrounding soil considering radial inhomogeneity [J]. Rock and Soil Mechanics, 2019, 40(2): 570-579. |
[11] | WU Shun-chuan, ZHANG Min, ZHANG Shi-huai, JIANG Ri-hua, . Study on determination method of equivalent Mohr-Coulomb strength parameters of a modified Hoek-Brown failure criterion [J]. Rock and Soil Mechanics, 2019, 40(11): 4165-4177. |
[12] | DING Xiao, GU Shuan-cheng, HE Hui, ZHANG Yu, . Force characteristic analysis of bolt under single and multiple bed separation [J]. Rock and Soil Mechanics, 2019, 40(11): 4299-4305. |
[13] | YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua,. Study of three-dimensional crack propagation based on numerical manifold method [J]. , 2018, 39(S1): 488-494. |
[14] | ZHOU Jia-jin, GONG Xiao-nan, YAN Tian-long, ZHANG Ri-hong, . Behavior of sand filled nodular piles under compression in soft soil areas [J]. , 2018, 39(9): 3425-3432. |
[15] | ZHANG Tian-jun, SHANG Hong-bo, LI Shu-gang, WEI Wen-wei, BAO Ruo-yu, PAN Hong-yu,. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states [J]. , 2018, 39(7): 2361-2370. |
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