›› 2006, Vol. 27 ›› Issue (5): 816-822.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HU Bin1,2, ZHANG Guang3, LI Guang-yu1
CLC Number:
[1] | ZHANG Tian-jun, SHANG Hong-bo, LI Shu-gang, WEI Wen-wei, BAO Ruo-yu, PAN Hong-yu,. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states [J]. , 2018, 39(7): 2361-2370. |
[2] | RONG Teng-long, ZHOU Hong-wei, WANG Lu-jun, REN Wei-guang, GUO Yi-bao,. A damage-based permeability models of deep coal under mining disturbance [J]. , 2018, 39(11): 3983-3992. |
[3] | JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,. Experimental investigation on strength characteristic of coarse-grained materials in three-dimensional stress state [J]. , 2018, 39(10): 3581-3588. |
[4] | LI Wen-xin,WANG Gang,DU Wen-zhou,WANG Peng-fei,CHEN Jin-hua,SUN Wen-bin,. Development and application of a true triaxial gas-solid coupling testing system for coal seepage [J]. , 2016, 37(7): 2109-2118. |
[5] | ZHEN Wen-zhan,SUN De-an,DUAN Bo. Analysis of strain localization in overconsolidated clay specimens along different stress paths [J]. , 2011, 32(1): 293-298. |
[6] | ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars [J]. , 2010, 31(9): 2987-2990. |
[7] | XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress [J]. , 2009, 30(10): 2908-2916. |
[8] | SHI Zi-gang, LUO Ting. Combination of 3-yield surface model with SMP criterion [J]. , 2006, 27(1): 127-131. |
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