›› 2008, Vol. 29 ›› Issue (5): 1249-1253.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
MA Chong-wu1, LIU Zhong-yu2, TIAN Jun1
CLC Number:
[1] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162. |
[2] | 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. |
[3] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[4] | YIN Xiao-tao, XUE Hai-bin, TANG Hua, REN Xing-wen, SONG Gang,. Dialectical unity of slope local and global stability analysis methods [J]. , 2018, 39(S1): 98-104. |
[5] | YIN Xiao-tao, YAN Fei, QIN Yu-qiao, ZHOU Lei, WANG Dong-ying, . Dynamic stability evaluation on Huaping bedding bank slope of Jinshajiang River Bridge in Huali Expressway under seismic action [J]. , 2018, 39(S1): 387-394. |
[6] | LIU Jia-shun, ZHANG Xiang-dong, SUN Jia-bao, YANG Jian-jun, FANG Tian-jian. Experimental study on the pore pressure and deformation of saturated silty clay under K0 consolidation and principal stress axis rotation [J]. , 2018, 39(8): 2787-2794. |
[7] | ZHOU Yong, LING Yong-qiang, YANG Xiao-hui, . Relationship between the displacement and stability of pile anchor retaining structure considering additional stress [J]. , 2018, 39(8): 2913-2921. |
[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] | 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. |
[12] | 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. |
[13] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[14] | WANG Zhen, YE Xiao-ming, LIU Yong-xin,. Improved Janbu slices method considering progressive destruction in landslide [J]. , 2018, 39(2): 675-682. |
[15] | YIN Guang-zhi, WANG Wen-song, WEI Zuo-an, CAO Guan-sen,ZHANG Qian-gui, JING Xiao-fei,. Analysis of the permanent deformation and stability of high tailings dam under earthquake action [J]. , 2018, 39(10): 3717-3726. |