Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (4): 1256-1264.doi: 10.16285/j.rsm.2023.0548
• Numerical Analysis • Previous Articles
SUN Rui1, YANG Jun-sheng2, ZHANG Qing-he1, YANG Feng2
CLC Number:
| [1] | FANG Wei, WU Run-feng, ZHOU Chun-mei, . Rankine passive earth pressure of unsaturated soil using envelope shell model [J]. Rock and Soil Mechanics, 2025, 46(9): 2885-2893. |
| [2] | LUO Bin-yu, SU Yuan, LIU Xiao-yun, HUANG Teng-da, XIAO Feng-yi, LIU Lan-xin, LI Peng-cheng, . Preliminary study on the behavior of rock strength considering the combined effects of seam dip and confining pressure [J]. Rock and Soil Mechanics, 2025, 46(3): 775-788. |
| [3] | Muhammad Usman Azhar, ZHOU Hui, YANG Fan-jie, GAO Yang, ZHU Yong, LU Xin-jing, FANG Hou-guo, GENG Yi-jun, . Stability of a water diversion tunnel in weak sandstone stratum [J]. Rock and Soil Mechanics, 2022, 43(S2): 626-639. |
| [4] | ZHOU Xi-wen, LIU Feng-tao, DAI Bei-bing, ZHANG Cheng-bo, ZHANG Jin-peng, . Limit analysis method based on mixed constant stress-smoothed strain element [J]. Rock and Soil Mechanics, 2022, 43(6): 1660-1670. |
| [5] | JIANG Hao-peng, JIANG An-nan, YANG Xiu-rong. Statistical damage constitutive model of high temperature rock based on Weibull distribution and its verification [J]. Rock and Soil Mechanics, 2021, 42(7): 1894-1902. |
| [6] | MA Qiu-feng, LIU Zhi-he, QIN Yue-ping, TIAN Jing, WANG Shu-li, . Rock plastic-damage constitutive model based on energy dissipation [J]. Rock and Soil Mechanics, 2021, 42(5): 1210-1220. |
| [7] | LUO Bin-yu, YE Yi-cheng, CAO Zhong, WANG Qi-hu, LI Yu-fei, CHEN Hu, . Estimation of pillar strength and effect of inclination under gently inclined layered deposits based on Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2019, 40(5): 1940-1946. |
| [8] | ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua. Maximum cantilever anti-slide piles spacing determination with consideration of soil arching effect [J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505. |
| [9] | ZHANG De,LIU En-long,LIU Xing-yan,SONG Bing-tang, . Investigation on strength criterion for frozen silt soils [J]. , 2018, 39(9): 3237-3245. |
| [10] | CHEN Song, QIAO Chun-sheng, YE Qing, DENG Bin. Composite damage constitutive model of rock mass with intermittent joints based on Mohr-Coulomb criterion [J]. , 2018, 39(10): 3612-3622. |
| [11] | YANG Zi-han, YANG Xiao-li, XU Jing-shu, LI Yong-xin, SUN Zhi-bin,. Two methods for rock wall thickness calculation in karst tunnels based on upper bound theorem [J]. , 2017, 38(3): 801-809. |
| [12] | GAO Ru-chao, LI Chun-guang, SUN Cong, ZHENG Hong, GE Xiu-run,. Lower bound finite element method for analyzing tenso-shear failure of slopes [J]. , 2016, 37(8): 2426-2432. |
| [13] | LI Bin , LIU Yan-zhang , LIN Kun-feng,. Application scope of nonlinear Mohr-Coulomb criterion and its modification [J]. , 2016, 37(3): 637-646. |
| [14] | WANG Zi-juan, LIU Xin-rong, FU Yan, ZHANG Liang, YUAN Wen, . Erosion analysis of argillaceous sandstone under dry-wet cycle in two pH conditions [J]. , 2016, 37(11): 3231-3239. |
| [15] | ZHANG Jian-cheng , JIA Jin-qing , TU Bing-xiong , HE Hui-rong,. Application of two strength criteria to flexural deformation of Cosserat expanded constitutive model [J]. , 2016, 37(1): 279-286. |
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