Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (2): 737-742.doi: 10.16285/j.rsm.2017.1276
• Geotechnical Engineering • Previous Articles Next Articles
WANG Zhen1, 2, CAO Lan-zhu1, WANG Dong1
CLC Number:
[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] | 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. |
[3] | CAO Wen-gui, TAN Jian-hui, HU Wei-dong, . Upper bound of ultimate bearing capacity for the reinforced grounds [J]. , 2018, 39(6): 1955-1962. |
[4] | TU Yi-liang, LIU Xin-rong, ZHONG Zu-liang, DU Li-bing, WANG Peng, . The unity of three types of slope failure criteria [J]. , 2018, 39(1): 173-180. |
[5] | 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. |
[6] | ZHENG Gang, NIE Dong-qing, DIAO Yu, CHENG Xue-song ,. Failure mechanism of multi-bench retained foundation pit [J]. , 2017, 38(S1): 313-322. |
[7] | 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. |
[8] | 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. |
[9] | WANG Jin-mei, ZHANG Ying-bin, ZHAO John X., YU Peng-cheng,WANG Pan, HOU Rui-bin, HUANG Xiao-fu, WEI Tao,. A method for slope stability analysis by simulating sliding face with point contact [J]. , 2017, 38(9): 2746-2756. |
[10] | HU Wei-dong, CAO Wen-gui, YUAN Qing-song,. Upper bound solution for ultimate bearing capacity of ground adjacent to slope based on nonlinear failure criterion [J]. , 2017, 38(6): 1639-1646. |
[11] | NIE Zhi-bao, ZHENG Hong, ZHANG Tan. Determination of slope critical slip surfaces using strength reduction method and wavelet transform [J]. , 2017, 38(6): 1827-1831. |
[12] | 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. |
[13] | 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. |
[14] | 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. |
[15] | 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. |
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