Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 607-615.doi: 10.16285/j.rsm.2021.0170
• Numerical Analysis • Previous Articles Next Articles
ZHANG Wen-lian1, 2, SUN Xiao-yun2, 3, CHEN Yong2, JIN Shen-yi1
CLC Number:
[1] | ZHANG Wen-gang, WANG Qi, LIU Han-long, CHEN Fu-yong, . Influence of rock mass spatial variability on probability of tunnel roof wedge failure [J]. Rock and Soil Mechanics, 2021, 42(5): 1462-1472. |
[2] | LU Feng, QIU Wen-ge, . A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory [J]. Rock and Soil Mechanics, 2021, 42(2): 547-557. |
[3] | YAN Qi-wei, LI Xin-po, HE Si-ming, LUO Yu, TIAN Hong-ling, WU Yong, . Experimental study of self-healing of slip zone soil in typical red bed landslide [J]. Rock and Soil Mechanics, 2020, 41(9): 3041-3048. |
[4] | ZHANG Tian-long, ZENG Peng, LI Tian-bin, SUN Xiao-ping, . System reliability analyses of slopes based on active-learning radial basis function [J]. Rock and Soil Mechanics, 2020, 41(9): 3098-3108. |
[5] | ZHOU Qiang, LI Kang-ping, DUAN Ya-hui, CAO Zi-jun, LI Dian-qing, . Safety criteria for bearing capacity of foundation based on the generalized reliability ratio of safety margin [J]. Rock and Soil Mechanics, 2020, 41(6): 2052-2062. |
[6] | LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713. |
[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] | YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404. |
[9] | REN Jin-lan, CHEN Xi, WANG Dong-yong, LÜ Yan-nan. Instantaneous linearization strength reduction technique for generalized Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2019, 40(12): 4865-4872. |
[10] | LI Dian-qing, ZHOU Qiang, CAO Zi-jun, . Safety criteria for geotechnical design based on generalized reliability ratio of safety margin [J]. Rock and Soil Mechanics, 2019, 40(10): 3977-3986. |
[11] | QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983. |
[12] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[13] | CHEN Zu-yu, LI Kang-ping, LI Xu, ZHAN Cheng-ming,. A preliminary study of allowable factor of safety in gravity retaining wall stability analysis [J]. , 2018, 39(1): 1-10. |
[14] | ZHU Yan-peng, YANG Xiao-yu, MA Xiao-rui, YANG Xiao-hui, YE Shuai-hua, . Several questions of double reduction method for slope stability analysis [J]. , 2018, 39(1): 331-338. |
[15] | LIU Lu-lu, SONG Liang, JIAO Yu-yong, WANG Hao, ZHANG Xiu-li, XIE Bi-ting, . Study of stability of Huangtupo riverside slumping mass #1 under reservoir water level fluctuations [J]. , 2017, 38(S1): 359-366. |