[1] |
WEI Jiu-chuan, HAN Cheng-hao, ZHANG Wei-jie, XIE Chao, ZHANG Lian-zhen, LI Xiao-peng, ZHANG Chun-rui, JIANG Ji-gang.
Mechanism of fissure grouting based on step-wise calculation method
[J]. Rock and Soil Mechanics, 2019, 40(3): 913-925.
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[2] |
YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, .
Study on force of underground water in soil stability calculation
[J]. Rock and Soil Mechanics, 2019, 40(1): 156-164.
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[3] |
XIAO Guo-feng, CHEN Cong-xing.
Simulation of progressive failure process and stability analysis method for rock block
[J]. , 2018, 39(8): 3001-3010.
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[4] |
WU Shu-guang, FU Hong-mei, ZHANG Yan-yan,.
Study on anchorage mechanism and application of tension-compression dispersive anchor cable
[J]. , 2018, 39(6): 2155-2163.
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[5] |
FU Xiao, JI Wen-you, ZHANG Jian-jing, CAO Li-cong, FAN Gang,.
Seismic response for plane sliding of slope reinforced by anchor-chain-framed ground beams through shaking table test
[J]. , 2018, 39(5): 1709-1719.
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[6] |
LIU Jin-hui, LI Wen-xiao, LIU Yu-sen, LIU Bao-guo,.
A method for determining the ratio of similar material to simulate porous water-bearing stratum
[J]. , 2018, 39(2): 657-664.
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[7] |
JIANG Bei, LI Shu-cai, WANG Qi, WANG Fu-qi, ZHANG Ruo-xiang, .
Design method of roof anchor cable for deep large section mining roadways based on the upper bound method
[J]. , 2017, 38(8): 2351-2354.
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[8] |
FU Xiao, ZHANG Jian-jing, ZHOU Li-rong,.
Shaking table test of seismic response of slope reinforced by combination of anti-slide piles and multi-frame foundation beam with anchor cable
[J]. , 2017, 38(2): 462-470.
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[9] |
YANG Hai-peng , BAI Bing, NIE Qing-ke, .
A safety evaluation model of vertical shaft wall based on
multivariate statistical method
[J]. , 2016, 37(S1): 27-34.
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[10] |
HAN Chang-rui ,BAI Shi-wei ,WANG Yu-peng ,ZHANG Dong-huan,.
Optimum design of rock bolts supporting long-deep tunnel
in layered surrounding rock mass
[J]. , 2016, 37(S1): 409-414.
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[11] |
WANG Kai-he, LUO Xian-qi, SHEN Hui, ZHANG Hai-tao.
GSA-BP neural network model for back analysis of surrounding rock mechanical parameters and its application
[J]. , 2016, 37(S1): 631-638.
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[12] |
WANG Zhi-jia, ZHANG Jian-jing, FU Xiao, YAN Kong-ming, .
Isolated similar design method for a scaled model test and its application to slope-anchor cable-lattice beam system
[J]. , 2016, 37(9): 2617-2623.
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[13] |
CHEN Jun, LIU Ming-ming, LI Xing, CHEN Yi-feng, ZHOU Chuang-bing, .
A geological indexes-based empirical model for estimation of permeability coefficient in fractured rock mass
[J]. , 2016, 37(6): 1706-1714.
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[14] |
BAI Hao , WANG Wu-bin , LIAO Zhi-yong , LIU Bao , SU Qian,.
Model test study of stress and deformation of chair-shaped pile retaining structure on soft-rock steep slope
[J]. , 2015, 36(S2): 221-228.
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[15] |
TAN Fu-lin, HU Xin-li, ZHANG Yu-ming, XU Cong, LI Rui.
Study of calculation method of retrogressive landslide thrust
[J]. , 2015, 36(S2): 532-538.
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