[1] |
WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, .
Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading
[J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153.
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[2] |
WANG Zhi-rong, HE Ping, GUO Zhi-wei, WANG Yong-chun.
Calculation of initiation pressure of vertical well for coalbed methane considering crack characteristic index
[J]. , 2018, 39(S1): 369-377.
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[3] |
GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song.
Efficient reliability sensitivity analysis for slope stability in spatially variable soils
[J]. , 2018, 39(6): 2203-2210.
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[4] |
LI Hong-jiang, TONG Li-yuan, LIU Song-yu, BAO Hong-yan, YANG Tao, .
Parameter sensitivity of horizontal bearing capacity of large diameter and super-long bored pile
[J]. , 2018, 39(5): 1825-1833.
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[5] |
CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling,.
Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal
[J]. , 2018, 39(2): 407-416.
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[6] |
WANG Zheng-zhen, GONG Wei-ming, DAI Guo-liang,WANG Xiao-yang, LI Liang-liang, XIAO Gang,.
Field test on composite foundation with thick cushion and sand pile group
[J]. , 2018, 39(10): 3755-3762.
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[7] |
WANG Peng, SHU Cai, SHI Feng, HU Guo-zhong, WANG Hong-tu,.
Orthogonal experimental study of similar materials properties of different densities, sand-binder ratios and residual moisture contents
[J]. , 2017, 38(S2): 229-235.
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[8] |
LU Yi-yu, HAN Shuai-bin, TANG Ji-ren, ZHOU Lei, LI Hong-lian, LIAO Yin, .
Experimental study of deformation and seepage characteristics of proppant under cyclic loading
[J]. , 2017, 38(S1): 173-180.
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[9] |
ZHANG Yong-jie, XIA Yi-qi, FENG Xia-ting, WANG Gui-yao,.
A simplified method and affecting factors for double pile-column foundation in abrupt slope
[J]. , 2017, 38(6): 1705-1715.
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[10] |
YIN Shuai, DING Wen-long, SHAN Yu-ming, ZHOU Wen, XIE Run-cheng,.
A new method for quantitative evaluation of microcrack stress sensitivity of tight sandstone reservoir based on inversion of acoustic data
[J]. , 2017, 38(2): 409-418.
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[11] |
ZHANG Zhi-zeng , LI Xiao-chang , WANG Ke-zhong,.
Uniqueness of displacement back analysis of circular tunnel in transversely isotropic rock mass when considering shear stress
[J]. , 2016, 37(S2): 449-460.
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[12] |
ZENG Yi-jin, GUO Yin-tong, YANG Chun-he,.
Investigation on major factors controlling surface and subsurface
inclined fields upon hydraulic fracturing
[J]. , 2016, 37(S1): 79-87.
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[13] |
BAO Han, WU Fa-quan, XI Peng-cheng,.
Analysis of characteristics and influencing factors of elastic modulus of jointed rock mass based on statistical constitutive relation
[J]. , 2016, 37(9): 2505-2512.
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[14] |
ZOU Fei,LONG Wan-xue,LI Liang,.
Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting
[J]. , 2016, 37(7): 2101-2108.
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[15] |
WAN Liang-peng, XU Yang, LI Jian-lin, WANG Shao-hua, ZHOU Mei-ling,.
Sensitivity analysis of the effect of rock mass parameters on slope stability evaluation: A case study of abutment slope of Dagangshan
[J]. , 2016, 37(6): 1737-1744.
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