›› 2006, Vol. 27 ›› Issue (S1): 691-696.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIANG Xue-liang1, 2, CAO Ping1
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] | 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] | 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. |
[5] | 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. |
[6] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[7] | 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. |
[8] | 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. |
[9] | LI Qing-chuan, LI Shu-cai, WANG Han-peng, ZHANG Hong-jun,ZHANG Bing, ZHANG Yu-qiang,. Stability analysis and numerical experiment study of excavation face for tunnels overlaid by quicksand stratum [J]. , 2018, 39(7): 2681-2690. |
[10] | 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. |
[11] | 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. |
[12] | 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. |
[13] | ZHANG Hai-tao, LUO Xian-qi, SHEN Hui, BI Jin-feng. Vector-sum-based slip surface stress method for analysing slip mass stability [J]. , 2018, 39(5): 1691-1698. |
[14] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[15] | 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. |
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