›› 2015, Vol. 36 ›› Issue (6): 1622-1626.doi: 10.16285/j.rsm.2015.06.013
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Da-yong1,ZHAI Han-bo1,GAO Yu-feng2
CLC Number:
[1] | ZHANG Jian, WANG Xin-Zheng, HU Rui-lin,. Analysis of seismic active earth pressure of backfill with infinite inclined surface behind non-vertical retaining wall [J]. , 2017, 38(4): 1069-1074. |
[2] | ZHANG Feng-da , SHEN Bao-hong , KANG Yong-hua,. Water inrush failure mechanism of mining floor under unloading effect [J]. , 2016, 37(2): 431-438. |
[3] | XU Ri-qing ,LIAO Bin ,WU Jian ,CHANG Shuai . Computational method for active earth pressure of cohesive soil under nonlimit state [J]. , 2013, 34(1): 148-154. |
[4] | LU Ting-hao, ZHOU Ai-zhao, LIU Yao. Size and axis direction of principal stress in simple shear [J]. , 2010, 31(4): 1009-1012. |