›› 2005, Vol. 26 ›› Issue (9): 1421-1426.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WU De-bin, XU Wei-ya
CLC Number:
[1] | WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378. |
[2] | ZHU Ren-jie, CHE Ai-lan, YAN Fei, WEN Hai, GE Xiu-run, . Dynamic evolution of rock slope with connective structural surface [J]. Rock and Soil Mechanics, 2019, 40(5): 1907-1915. |
[3] | JIANG Shui-hua, LIU Xian, YAO Chi, YANG Jian-hua, HUANG Jin-song, JIANG Xian-he,. System reliability analysis of rock slopes at low probability levels [J]. , 2018, 39(8): 2991-3000. |
[4] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[5] | BIAN Kang, LIU Jian, HU Xun-jian, LI Peng-cheng, CHEN Ling-zhu, LIU Zhen-ping, . Study on failure mode and dynamic response of rock slope with non-persistent joint under earthquake [J]. , 2018, 39(8): 3029-3037. |
[6] | XU Ming, TANG Ya-feng, LIU Xian-shan, LUO Bin, TANG Dao-yong,. Seismic dynamic response of rock slope anchored with adaptive anchor cables [J]. , 2018, 39(7): 2379-2386. |
[7] | YAN Min-jia, XIA Yuan-you, LIU Ting-ting. Limit analysis of bedding rock slopes reinforced by prestressed anchor cables under seismic loads [J]. , 2018, 39(7): 2691-2698. |
[8] | YANG Ying, XU Nu-wen, LI Tao, DAI Feng, FAN Yi-lin, XU Jian, LI Biao,. Stability analysis of left bank rock slope at Baihetan hydropower station based on RFPA3D software and microseismic monitoring [J]. , 2018, 39(6): 2193-2202. |
[9] | KANG Kwang-song, HU Nai-lian, HONG Gun-yi, LI Guo-qing, PANG Gyong-jin,. Determination of rock mass mechanical parameters based on quantification and correction method of GSI value [J]. , 2018, 39(6): 2211-2218. |
[10] | ZHOU Yong, WANG Xu-ri, ZHU Yan-peng, LI Jing-bang, JIANG Xiao-kui,. Monitoring and numerical simulation of an interbedding high slope composed of soft and hard strong-weathered rock [J]. , 2018, 39(6): 2249-2258. |
[11] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[12] | LI Tao, XU Nu-wen, DAI Feng, LI Tian-bin, FAN Yi-lin, LI Biao,. Stability analysis of left bank abutment slope at Baihetan hydropower station subjected to excavation [J]. , 2018, 39(2): 665-674. |
[13] | XU Nu-wen, LI Tao, DAI Feng, LI Biao, FAN Yi-lin, XU Jian,. Stability analysis on the left bank slope of Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. , 2017, 38(8): 2358-2367. |
[14] | FAN Gang, ZHANG Jian-jing , FU Xiao, . Research on transfer function of bedding rock slope with soft interlayers and its application [J]. , 2017, 38(4): 1052-1059. |
[15] | LIU Jia-long, HE Lei, FENG Zi-xia, WANG Bao-qi. Parameter optimization design of anchors in high cutting rock slope [J]. , 2016, 37(S2): 375-380. |