›› 2013, Vol. 34 ›› Issue (S1): 109-116.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WU Ba-tao1,2,4 ZHU He-hua1,2, XU Qian-wei1,2,3, MING Juan5
CLC Number:
[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. |
[2] | XU Jiang, WU Jun-yu, LIU Yi-xin, LIE Jiao, . Experimental study of shear-seepage coupling properties of rock mass under different filling degrees [J]. Rock and Soil Mechanics, 2019, 40(9): 3416-3424. |
[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. |
[4] | CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182. |
[5] | 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. |
[6] | JIANG Qiang-qiang, JIAO Yu-yong, SONG Liang, WANG Hao, XIE Bi-ting, . Experimental study on reservoir landslide under rainfall and water-level fluctuation [J]. Rock and Soil Mechanics, 2019, 40(11): 4361-4370. |
[7] | 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. |
[8] | 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. |
[9] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[10] | 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. |
[11] | YAO Ai-jun, ZHANG Jian-tao, GUO Hai-feng, GUO Yan-fei. Influence of unloading-loading of foundation on shield tunnel underneath [J]. , 2018, 39(7): 2318-2326. |
[12] | 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. |
[13] | SUN Yang-yang, WANG Yuan, ZHANG Qing-hua, DUAN Jian-li, ZHANG Wen-yuan, ZHANG Zheng-lin, YOU Ze-wei,. Strain transfer of internal strain of model similar materials with optical fibre measurement [J]. , 2018, 39(2): 759-764. |
[14] | YANG Zhong-min, GAO Yong-tao, WU Shun-chuan, ZHOU Yu, . Physical model test on large deformation mechanism and key treatment techniques of tunnel [J]. Rock and Soil Mechanics, 2018, 39(12): 4482-4492. |
[15] | XU Chu, HU Xin-li, HE Chun-can, XU Ying, ZHOU Chang. Development and application of similar material for reservoir landslide model test [J]. , 2018, 39(11): 4287-4293. |