›› 2017, Vol. 38 ›› Issue (6): 1827-1831.doi: 10.16285/j.rsm.2017.06.034
• Numerical Analysis • Previous Articles Next Articles
NIE Zhi-bao, ZHENG Hong, ZHANG Tan
CLC Number:
TU 42
[1] | 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. |
[2] | 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. |
[3] | 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. |
[4] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[5] | 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. |
[6] | WEN Shu-jie, LIANG Chao, SONG Liang-liang, LIU Gang,. Search strategy of three-dimensional critical slip surface based on minimum potential energy [J]. , 2018, 39(7): 2708-2714. |
[7] | 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. |
[8] | 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. |
[9] | CHENG Heng, FU Zhi-hao, ZHANG Guo-xin, YANG Bo, JIANG Chen-fang,. Reinforcement effect analysis and global safety evaluation of Wugachong arch dam and its abutment [J]. , 2017, 38(S1): 374-380. |
[10] | ZHANG Kun, XU Qing, WANG Yi-fan, A Hu-bao. Application of self-adaptive differential evolution algorithm in searching for critical slip surface of slope [J]. , 2017, 38(5): 1503-1509. |
[11] | YAN Chao, LIU Song-yu, DENG Yong-feng, . A method of evaluating integral stability of rigid pile composite foundation based on strength reduction method [J]. , 2017, 38(3): 875-882. |
[12] | XU Sheng-cai, ZHANG Xin-gui, MA Fu-rong, CHEN Zi-xing, . Analysis of model test and failure of slope reinforced by soil-cement pile [J]. , 2017, 38(11): 3187-3196. |
[13] | ZHANG Yu-cheng , YANG Guang-hua , ZHANG You-xiang , ZHONG ZHi-hui , HU Hai-ying,. Influence of mechanical properties of sliding zone and water level changes on ancient landslide stability and its reinforcement measures [J]. , 2016, 37(S2): 43-52. |
[14] | HAN Long-qiang, WU Shun-chuan, LI Zhi-peng, . Study of non-proportional strength reduction method based on Hoek-Brown failure criterion [J]. , 2016, 37(S2): 690-696. |
[15] | WANG Shuang, LI Xiao-chun, SHI Lu, LIU Zhao-sheng,. Material point strength reduction method and its application to slope engineering [J]. , 2016, 37(9): 2672-2678. |
|