Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (8): 2627-2635.doi: 10.16285/j.rsm.2019.1782
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHAN Ya-tai1, WANG Jin-an1, 2, LI Fei1, YANG Liu1
CLC Number:
[1] | BAI Xue-yuan, WANG Xue-bin, SHU Qin, . Continuum-discontinuum simulation of effects of internal friction angle on local fracture of circular cavern surrounding rock under hydrostatic pressure [J]. Rock and Soil Mechanics, 2020, 41(7): 2485-2493. |
[2] | ZHANG Qing-yan, CHEN Wei-zhong, YUAN Jing-qiang, LIU-Qi, RONG Chi, . Experimental study on evolution characteristics of water and mud inrush in fault fractured zone [J]. Rock and Soil Mechanics, 2020, 41(6): 1911-1922. |
[3] | ZHANG Qiang, LI Xiao-chun, HU Shao-bin, NIU Zhi-yong, WANG Fang, FAN Kun, SHAO Guang-qiang,. Permeability evolution of coupling granite joint during shearing under high-stress condition [J]. , 2018, 39(10): 3641-3650. |
[4] | LIU Guo-qing, XIAO Ming, ZHOU Hao. Analysis of mechanical characteristics and anchoring mechanism of prestressed anchor cable in underground caverns [J]. , 2017, 38(S1): 439-446. |
[5] | WANG De-ming, ZHANG Qing-song, ZHANG Xiao, WANG Kai, TAN Ying-hua. Model experiment on inrush of water and mud and catastrophic evolution in a fault fracture zone tunnel [J]. , 2016, 37(10): 2851-2860. |
[6] | LI Peng, ZHANG Qing-song, ZHANG Xiao, LI Shu-cai, ZHANG Wei-jie, LI Meng-tian, WANG Qian. Analysis of fracture grouting mechanism based on model test [J]. , 2014, 35(11): 3221-3230. |
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