›› 2004, Vol. 25 ›› Issue (5): 694-699.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Gang 1, PAN Yi-shan 2
CLC Number:
[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] | FENG De-luan , FANG Ying-guang , . Theoretical and experimental study of particle size effect of direct shear mechanical properties of soil [J]. , 2015, 36(S2): 81-88. |
[3] | QI Cheng-zhi ,QIAN Qi-hu ,WANG Ming-yang ,CHEN Jian-jie . Mathematical modeling of zonal disintegration of surrounding rock near deep tunnels [J]. , 2012, 33(11): 3439-3446. |
[4] | ZHAO Bing , LI Ning , ZHENG Ying-ren . Study of plasticity gradient volume element and start-up mechanism of strain localization [J]. , 2008, 29(6): 1446-1450. |
[5] | ZHAO Ji-sheng, TAO Xia-xin, OU Jin-ping, SHI Li-jin. A type of nonlocal constitutive model modified by local theory and analysis of its characteristic length [J]. , 2007, 28(10): 2036-2040. |