[1] |
REN Jin-lan, CHEN Xi, WANG Dong-yong, LÜ Yan-nan.
Instantaneous linearization strength reduction technique for generalized Hoek-Brown criterion
[J]. Rock and Soil Mechanics, 2019, 40(12): 4865-4872.
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[2] |
LI Dian-qing, ZHOU Qiang, CAO Zi-jun, .
Safety criteria for geotechnical design based on generalized reliability
ratio of safety margin
[J]. Rock and Soil Mechanics, 2019, 40(10): 3977-3986.
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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] |
DENG Hua-feng, ZHANG Heng-bin, LI Jian-lin, WANG Chen-xi-jie, ZHANG Yin-chai, WANG Wei, HU Ya-yun.
Effect of water-rock interaction on unloading mechanical properties and microstructure of sandstone
[J]. , 2018, 39(7): 2344-2352.
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[5] |
CHEN Zu-yu, LI Kang-ping, LI Xu, ZHAN Cheng-ming,.
A preliminary study of allowable factor of safety in gravity retaining wall stability analysis
[J]. , 2018, 39(1): 1-10.
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[6] |
DENG Hua-feng, XIAO Yao, FANG Jing-cheng, ZHANG Heng-bin, WANG Chen-xi-jie, CAO Yi.
Shear strength degradation and slope stability of soils at hydro-fluctuation belt of river bank slope during drying-wetting cycle
[J]. , 2017, 38(9): 2629-2638.
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[7] |
DENG Dong-ping, LI Liang.
Three-dimensional limit equilibrium method for slope stability based on assumption of stress on slip surface
[J]. , 2017, 38(1): 189-196.
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[8] |
DING Wang-fei, ZHOU Yun-tao, .
Fracture disintegration mechanism for quasi earthy bank slope during impounding in Three Gorges Reservoir
[J]. , 2017, 38(1): 197-204.
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[9] |
CHEN Zu-yu , ZHAN Cheng-ming , YAO Hai-lin , CHEN Li-hong , LI Xu,.
Safety criteria and standards for stability analysis of gravity retaining walls
[J]. , 2016, 37(8): 2129-2137.
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[10] |
ZHOU Yang-yi, FENG Xia-ting, XU Ding-ping, HE Ming-wu,.
A simplified analysis method of block stability in large underground powerhouse
[J]. , 2016, 37(8): 2391-2398.
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[11] |
YAN Chao ,LIU Song-yu ,JI Xiao-lei,.
Research on a secondary sliding surface analysis approach based on strength reduction method
[J]. , 2016, 37(4): 935-942.
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[12] |
NIAN Ting-kai , LIU Kai , HUANG Run-qiu , WANG Liang , ZHANG Yan-jun , .
A generalized upper-bound limit analysis approach for stability analysis of complex multistep and multilayer slopes
[J]. , 2016, 37(3): 842-849.
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[13] |
ZHANG Fei, LI Jing-pei , SUN Chang-an, SHEN Guang-jun, LI Fei,.
Experimental study of basal heave failure mode of narrow-deep foundation pit in soft clay
[J]. , 2016, 37(10): 2825-2832.
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[14] |
SHAO Long-tan, LIU Shi-yi.
Extension of limit equilibrium conditions and stability
analysis of geotechnical structures
[J]. , 2015, 36(S1): 71-75.
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[15] |
BAI Bing , YUAN Wei , SHI Lu , LI Jun , LI Xiao-chun,.
Comparing a new double reduction method to classic strength reduction method for slope stability analysis
[J]. , 2015, 36(5): 1275-1281.
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