[1] |
ZHU Cai-hui, CUI Chen, LAN Kai-jiang, DONG Yong-qiang.
The effects of the degradation of brick-clay structure and demolition
of embedded buildings on the stability of Yulin City Wall
[J]. Rock and Soil Mechanics, 2019, 40(8): 3153-3166.
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[2] |
LI Ning, YANG Min, LI Guo-feng.
Revisiting the application of finite element method in geotechnical engineering
[J]. Rock and Soil Mechanics, 2019, 40(3): 1140-1148.
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[3] |
ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, .
Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration
[J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
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[4] |
ZHANG Ye-qin, CHEN Bao-guo, MENG Qing-da, XU Xin, .
Stress mechanism and foundation contact pressure of high fill culvert
under load reduction condition
[J]. Rock and Soil Mechanics, 2019, 40(12): 4813-4818.
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[5] |
HUANG Jian, YAO Yang-ping.
A practical model for predicting the failure time of high fill slope
[J]. Rock and Soil Mechanics, 2019, 40(10): 4057-4064.
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[6] |
WANG Jian-jun, CHEN Fu-quan, LI Da-yong.
A simple solution of settlement for low reinforced embankments on
Kerr foundation
[J]. Rock and Soil Mechanics, 2019, 40(1): 250-259.
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[7] |
DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, .
Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area
[J]. Rock and Soil Mechanics, 2019, 40(1): 351-362.
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[8] |
YAN Shu-wang, LI Jia, YAN Yue, CHEN Hao,.
Research on stable limit depth of vertical cylinder hole in cohesive soil ground
[J]. , 2018, 39(4): 1176-1181.
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[9] |
ABI ERDI, ZHENG Ying-ren, FENG Xia-ting, CONG Yu.
Relationship between particle micro and macro mechanical parameters of parallel-bond model
[J]. , 2018, 39(4): 1289-1301.
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[10] |
LI Yi-fan, DONG Shi-ming, PAN Xin, LI Nian-bin, YUAN Ye.
Experimental study of mixed-mode I/III fracture of sandstone
[J]. , 2018, 39(11): 4063-4070.
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[11] |
LIU Tian-xiang, WANG Zhong-fu, .
Analysis of interaction when tunnel orthogonal crossing deep-seated landslide and the corresponding control measures
[J]. , 2018, 39(1): 265-274.
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[12] |
SONG Xu-gen, CHEN Cong-xin, XIA Kai-zong, CHEN Long-long, FU Hua,.
Research on deformation mechanism and feasibility of continuous use of mine shaft
[J]. , 2017, 38(S1): 331-342.
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[13] |
XU Du, FENG Xia-ting, LI Shao-jun, WU Shi-yong, QIU Shi-li, ZHOU Yang-yi, GAO Yao-hui,.
Research on key information extraction of rock mass deformation and failure characteristics in Jinping underground laboratory based on 3 D laser scanning technique
[J]. , 2017, 38(S1): 488-495.
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[14] |
MA Shao-kun, SHAO Yu, LIU Ying, FENG Ye, WEI Chao-hua,.
Effects of construction sequences of twin tunneling at different depths on the adjacent pipeline
[J]. , 2017, 38(9): 2487-2495.
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[15] |
ZHENG Jun-jie, GUO Zhen-shan, CUI Lan, ZHANG Jun,.
Stability analysis of expansive soil tunnel considering unsaturated seepage and moistening swelling deformation
[J]. , 2017, 38(11): 3271-3277.
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