Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 389-396.doi: 10.16285/j.rsm.2021.0235
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HU He-xiang1, YAO Yang-ping2, LUO Ting2, JIN Xiao-fei1
CLC Number:
[1] | XU Ding-ping, GUO Guang-tao, XIA Yue-lin, LIU Xiu-yang, JIANG Quan, LI Shao-jun, LI Zhi-guo, . Macro-meso experimental study of intermediate principal stress effect on rockburst of Shuangjiangkou granite under high stress and strong unloading [J]. Rock and Soil Mechanics, 2021, 42(9): 2375-2386. |
[2] | YANG Ai-wu, YANG Shao-peng, LANG Rui-qing, CHEN Zi-he, . Three-dimensional mechanical properties of light solidified saline soil [J]. Rock and Soil Mechanics, 2021, 42(3): 593-600. |
[3] | ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, . True triaxial shear tests of remolded loess under different matrix suctions [J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162. |
[4] | JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, PAN Jia-jun, . Investigation of strength properties of coarse granular material at different densities using large-scale true triaxial tests [J]. Rock and Soil Mechanics, 2020, 41(8): 2601-2608. |
[5] | LI Jia-long, LI Gang, YU Long. Inelasticity-separated plane-strain element model and its application to Drucker-Prager model [J]. Rock and Soil Mechanics, 2020, 41(5): 1492-1501. |
[6] | FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin. Wetting deformation characteristics of intact loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246. |
[7] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[8] | JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, PAN Jia-jun, ZHANG Chao, WEI You-xin, . Effects of stress state on mechanical properties of coarse granular material using large-scale true triaxial tests [J]. Rock and Soil Mechanics, 2020, 41(11): 3563-3572. |
[9] | 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. |
[10] | 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. |
[11] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[12] | 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. |
[13] | 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. |
[14] | MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, . Model test study of the influence of intermediate principal stress on rockburst in tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968. |
[15] | WANG Lu-jun, AI Zhi-yong, . Thermal responses of layered pavement system with unsteady heat conduction [J]. , 2018, 39(9): 3139-3146. |
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