›› 2008, Vol. 29 ›› Issue (8): 2236-2240.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
XUE Xin-hua1, ZHANG Wo-hua1, LIU Hong-jun2
CLC Number:
[1] | 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. |
[2] | ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798. |
[3] | CUI Qi, HOU Jian-guo, SONG Yi-le. Analyses of restraint of surrounding rock and structural vibration characteristics of underground powerhouse for pumped storage power station [J]. Rock and Soil Mechanics, 2019, 40(2): 809-817. |
[4] | SONG Hong-qiang, ZUO Jian-ping, CHEN Yan, LI Li-yun, HONG Zi-jie, . Revised energy drop coefficient based on energy characteristics in whole process of rock failure [J]. Rock and Soil Mechanics, 2019, 40(1): 91-98. |
[5] | LIU Su-jin, GUO Ming-wei, LI Chun-guang, . Determination of main sliding direction for three-dimensional slope [J]. Rock and Soil Mechanics, 2018, 39(S2): 37-44. |
[6] | 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. |
[7] | DAI Zhong-hai, HU Zai-qiang, YIN Xiao-tao, WU Zhen-jun,. Deformation stability analysis of gentle reverse inclined layer-like rock slope under engineering load [J]. , 2018, 39(S1): 412-418. |
[8] | REN Lian-wei, ZHOU Gui-lin, DUN Zhi-lin, HE Ting-yin, YANG Quan-wei, ZHANG Min-xia,. Case study on suitability and settlement of foundation in goaf site [J]. , 2018, 39(8): 2922-2932. |
[9] | 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. |
[10] | GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song. Efficient reliability sensitivity analysis for slope stability in spatially variable soils [J]. , 2018, 39(6): 2203-2210. |
[11] | LI Wei, XU Qiang, WU Li-zhou, LI Si-qi, . Influence of seepage forms of confined water on translational landslide [J]. , 2018, 39(4): 1401-1410. |
[12] | WANG Qing-wu, JU Neng-pan, DU Ling-li, HUANG Jian, HU Yong,. Three dimensional inverse analysis of geostress field in the Sangri–Jiacha section of Lasa–Linzhi railway [J]. , 2018, 39(4): 1450-1462. |
[13] | YANG Zhi-yong, LI Dian-qing, CAO Zi-jun, TANG Xiao-song, . System reliability of soil slope using generalized subset simulation [J]. , 2018, 39(3): 957-966. |
[14] | WANG Hong-bo, ZHANG Qing-song, LIU Ren-tai, LI Shu-cai,ZHANG Le-wen, ZHENG Zhuo, ZHANG Lian-zheng. Inverse analysis of seepage field from packer permeability test [J]. , 2018, 39(3): 985-992. |
[15] | ZHAO Jin-shuai, FENG Xia-ting , JIANG Quan, CHEN Bing-rui, XIAO Ya-xun,HU Lei, FENG Guang-liang, LI Peng-xiang,. Analysis of microseismic characteristics and stability of underground caverns in hard rock with high stress using framing excavation method [J]. , 2018, 39(3): 1020-1026. |