[1] |
YANG Jie, MA Chun-hui, CHENG Lin, LÜ Gao, LI Bin, .
Research advances in the deformation of high-steep slopes
and its influence on dam safety
[J]. Rock and Soil Mechanics, 2019, 40(6): 2341-2353.
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[2] |
JIANG Shui-hua, LIU Xian, YAO Chi, YANG Jian-hua, HUANG Jin-song, JIANG Xian-he,.
System reliability analysis of rock slopes at low probability levels
[J]. , 2018, 39(8): 2991-3000.
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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] |
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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[5] |
KANG Xiao-sen, LIAO Hong-jian, LEN Xian-lun, HAO Dong-rui,.
Discussion on ultimate depth of tension cracks of loess slope under infiltration effect
[J]. , 2017, 38(S2): 197-202.
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[6] |
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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[7] |
ZHANG Yu-cheng , YANG Guang-hua , ZHANG You-xiang , ZHONG ZHi-hui , HU Hai-ying,.
Influence of mechanical properties of sliding zone and water level changes on ancient landslide stability and its reinforcement measures
[J]. , 2016, 37(S2): 43-52.
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[8] |
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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[9] |
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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[10] |
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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[11] |
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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[12] |
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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[13] |
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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[14] |
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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[15] |
LI De-jian, ZHAO Lian-heng, LI Liang, CHENG Xiao.
Influence of nonlinear shear strength parameters on stability of slopes with cracks subjected to seismic effects based on upper bound limit analysis
[J]. , 2015, 36(5): 1313-1321.
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