›› 1989, Vol. 10 ›› Issue (4): 1-2.

• Fundamental Theroy and Experimental Research •     Next Articles

Rock Mechanical Delegation of Our Institute visited the Demecratic people`s Republic of korea

Xu Zhihua   

  • Online:1989-12-18 Published:2017-07-23
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] MA Qing,ZHAO Jun-hai,WEI Xue-ying. Investigation of rock resistant coefficient in rocks around tunnel based on unified strength theory[J]. , 2009, 30(11): 3393 -3398 .
[2] XIONG Tian-fang,SHAO Sheng-jun,WANG Tian-ming,GAO Zhi-hong. Research on physical model experiment of Xi’an metro tunnel orthogonally crossing ground fissure[J]. , 2010, 31(1): 179 -186 .
[3] WANG Zheng-zhong, MU Sheng-yuan, LIU Jun. Slope centrifugal method for calculating safety factor of slope stability[J]. , 2009, 30(9): 2651 -2654 .
[4] XU Chao, HUANG Liang, XING Hao-feng. Influence of cement-bentonite slurry mixing ratio on permeability of cutoff wall[J]. , 2010, 31(2): 422 -426 .
[5] LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng, LI Jia. In-site test on earth pressure and saturating collapse test for unsaturated loess Q3 on high slope[J]. , 2010, 31(2): 433 -440 .
[6] AI Chuan-zhi, WANG Zhi-yin. An analytical solution for displacement and stress caused by shallow buried tunnel excavation under existing highway foundation[J]. , 2010, 31(2): 541 -546 .
[7] TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,FENG Xin1,WAN Zhi. Discussion on the compaction degree index of subgrade filled with laterite[J]. , 2010, 31(3): 851 -855 .
[8] LIU Dong-hai, HUANG Pei-zhi, FENG Shou-zhong. Breakage probability assessment of TBM construction tunnel lining segments considering geologic uncertainty[J]. , 2010, 31(4): 1181 -1186 .
[9] FU Yu-hua, LI Xi-bing, DONG Long-jun. Analysis of smooth blasting parameters for tunnels in deep damaged rock mass[J]. , 2010, 31(5): 1420 -1426 .
[10] JIE Ying, TANG Xiao-wei , LUAN Mao-tian. Finite-element free Galerkin coupling method for sand liquefaction-induced deformation[J]. , 2010, 31(8): 2643 -2647 .