[1] |
YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, .
Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear
Mohr-Coulomb criterion
[J]. Rock and Soil Mechanics, 2020, 41(1): 194-204.
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[2] |
TANG Xiao-wu, LIU Jiang-nan, YANG Xiao-qiu, YU Yue.
Theoretical study of dynamic pore water pressure dissipation
characteristics of open-hole pipe pile
[J]. Rock and Soil Mechanics, 2019, 40(9): 3335-3343.
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[3] |
YUAN Wei, LIU Shang-ge, NIE Qing-ke, WANG Wei, .
An approach for determining the critical thickness of the karst cave roof at the bottom of socketed pile based on punch failure mode
[J]. Rock and Soil Mechanics, 2019, 40(7): 2789-2798.
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[4] |
WU Shun-chuan, ZHANG Min, ZHANG Shi-huai, JIANG Ri-hua, .
Study on determination method of equivalent Mohr-Coulomb strength parameters of a modified Hoek-Brown failure criterion
[J]. Rock and Soil Mechanics, 2019, 40(11): 4165-4177.
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[5] |
TIAN Yu, YAO Yang-ping, LU De-chun, DU Xiu-li, .
Cross-anisotropic Mohr-Coulomb criterion and formula of passive earth pressure based on modified stress method
[J]. Rock and Soil Mechanics, 2019, 40(10): 3945-3950.
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[6] |
FU Yan, YUAN Wen, LIU Xin-rong, MIAO Lou-li, XIE Wen-bo,.
Deterioration rules of strength parameters of sandstone under cyclical wetting and drying in acid-based environment
[J]. , 2018, 39(9): 3331-3339.
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[7] |
YANG Shi-kou, REN Xu-hua, ZHANG Ji-xun,.
Study on hydraulic fracture of gravity dam using the numerical manifold method
[J]. , 2018, 39(8): 3055-3060.
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[8] |
TU Yi-liang, LIU Xin-rong, ZHONG Zu-liang, DU Li-bing, WANG Peng, .
The unity of three types of slope failure criteria
[J]. , 2018, 39(1): 173-180.
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[9] |
WANG Jiao, CHU Xi-hua, JIANG Qing-hui.
Failure criterion coordinated with elastic energy for transversely isotropic brittle materials
[J]. , 2017, 38(8): 2221-2226.
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[10] |
HU Wei-dong, CAO Wen-gui, YUAN Qing-song,.
Upper bound solution for ultimate bearing capacity of ground adjacent to slope based on nonlinear failure criterion
[J]. , 2017, 38(6): 1639-1646.
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[11] |
HAN Long-qiang, WU Shun-chuan, LI Zhi-peng, .
Study of non-proportional strength reduction method based
on Hoek-Brown failure criterion
[J]. , 2016, 37(S2): 690-696.
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[12] |
HE Jian-qing, XIAO Lan, ZHANG Wen-yong, GAO Wen-hua,.
A method for calculating ultimate pull-out capacity of rock bolt based on modified Mohr-Coulomb failure criterion
[J]. , 2016, 37(9): 2484-2488.
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[13] |
DAI Jin-qiu, SU Zhong-jie, ZHAO Ming-chao, XIANG Yu-hang,.
True triaxial tests and strength characteristics of silty clay
[J]. , 2016, 37(9): 2534-2540.
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[14] |
WANG Jian-hua , LI Yi-feng , CHENG Xing-lei , .
Model tests on failure criterion of shallow-buried vertically loaded
plate anchors in soft clay
[J]. , 2015, 36(S1): 277-280.
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[15] |
QIAN Jian-gu , LIN Zhi-guo , MA Xiao , .
Equivalent finite element method considering coupling pore pressure accumulation and dissipation
[J]. , 2015, 36(S1): 125-130.
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