| [1] |
GAO Qiang, ZHANG Qiang-yong, ZHANG Xu-tao, XIANG Wen,.
Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect
[J]. , 2018, 39(9): 3181-3194.
|
| [2] |
LIN Qing-hui, YAN Jia-jia, DONG Mei, ZHU Jian-feng,.
Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess
[J]. , 2018, 39(4): 1369-1376.
|
| [3] |
CHEN Hao-xiang, QI Cheng-zhi, LI Kai-rui, XU Chen, LIU Tian-tian,.
Nonlinear continuous phase transition model for zonal disintegration of rock masses around deep tunnels
[J]. , 2017, 38(4): 1032-1040.
|
| [4] |
LI Jian-he1, SHENG Qian1, ZHU Ze-qi1, NIU Li-min2, BIAN Xiao-man1.
Stress disturbance characteristics and laws of underground cavern during stage excavation
[J]. , 2017, 38(2): 549-556.
|
| [5] |
PANG Long-long , XU Xue-feng , SI Liang , ZHANG Hao , LI Zheng-ke , .
Analysis of prevention mechanism of upper protective seam mining on rock rockburst induced by thick conglomerate
[J]. , 2016, 37(S2): 120-128.
|
| [6] |
GUO Lin , WANG Yu-ke , WANG Jun , ZHENG Min , WU Ting-yu,.
Influence of intermediate principal stress and major principal stress direction on the drainage-induced deformation of soft clay
[J]. , 2016, 37(5): 1380-1387.
|
| [7] |
YAN Peng , ZHAO Zhen-guo , LU Wen-bo , CHEN Ming , ZHOU Chuang-bing , .
Factors influencing vibration effects induced by in-situ stress transient unloading of deep rock mass
[J]. , 2016, 37(2): 545-553.
|
| [8] |
LI Lang, WANG Ming-yang, FAN Peng-xian, CHENG Yi-hao, LI Zhi-zhong, JIANG Hai-ming.
Development of loading and unloading apparatus for model test in deep underground engineering
[J]. , 2016, 37(1): 297-304.
|
| [9] |
LU Jian-rong.
Mechanism of zonal disintegration within surrounding rock of deep tunnel based on 3D analytical model of thick-walled cylinder
[J]. , 2014, 35(9): 2673-2684.
|
| [10] |
ZHANG Xu-tao , ZHANG Qiang-yong , XIANG Wen , GAO Qiang , YUAN Sheng-bo , WANG Chao ,.
Model test study of zonal disintegration in deep layered jointed rock mass
[J]. , 2014, 35(8): 2247-2254.
|
| [11] |
LIU Peng ,LUAN Mao-tian ,WANG Zhong-tao .
Analysis of effect of principal stress direction on dilatancy of sand
[J]. , 2013, 34(3): 667-673.
|
| [12] |
JIANG Ming-jing ,LI Li-qing ,LIU Fang ,SU Jia-xing .
Effects of principal stress direction and deviatoric stress ratio on anisotropy of TJ-1 lunar soil simulant
[J]. , 2013, 34(1): 6-12.
|
| [13] |
LI Jie , WANG Ming-yang , FAN Peng-xian , SHI Cun-cheng .
Study of loading-unloading states and energy distribution relationship for rock mass
[J]. , 2012, 33(S2): 125-132.
|
| [14] |
ZUO Yu-jun , LI Shu-cai , ZHU Wan-cheng , ZHANG Yi-ping.
Numerical analysis of influence of seepage on stability of roadway in deep rock mass with intermittent joints
[J]. , 2011, 32(S2): 586-591.
|
| [15] |
CHEN Jian-gong ,ZHOU Tao-tao ,ZHANG Yong-xing.
Shock failure mechanism of zonal disintegration within surrounding rock in deep chamber
[J]. , 2011, 32(9): 2629-2634.
|