Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (1): 31-42.doi: 10.16285/j.rsm.2022.0221
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHAO Shun-li1, 2, YANG Zhi-jun1, FU Xu-dong1, FANG Zheng1
CLC Number:
[1] | WANG Si-yuan, JIANG Ming-jing, LI Cheng-chao, ZHANG Xu-dong, . Strain localization formation of deep-sea methane hydrate-bearing soils by discrete element simulation of the triaxial test [J]. Rock and Soil Mechanics, 2023, 44(11): 3307-3317. |
[2] | WANG Dong-yong, CHEN Xi, WANG Fang-yu, PENG Li-yun, QI Ji-lin, . Analysis of geotechnical strain localization based on penalty-based couple stress theory [J]. Rock and Soil Mechanics, 2022, 43(S2): 533-540. |
[3] | JIANG Chang-bao, YU Tang, WEI Wen-hui, DUAN Min-ke, YANG Yang, WEI Cai, . Permeability evolution model of coal under loading and unloading stresses [J]. Rock and Soil Mechanics, 2022, 43(S1): 13-22. |
[4] | LIU Yan-jing, WANG Lu-jun, ZHU Bin, CHEN Yun-min, . An elastoplastic constitutive model for hydrate-bearing sediments considering the effects of filling and bonding [J]. Rock and Soil Mechanics, 2022, 43(9): 2471-2482. |
[5] | DONG Jian-hua, XU Bin, WU Xiao-lei, LIAN Bo, . Elastic-plastic deformation of surrounding rocks under graded yielding support of tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2123-2135. |
[6] | ZHU Wen-bo, DAI Guo-liang, WANG Bo-chen, GONG Wei-ming, SUN Jie, HU Hao, . Study on cyclic characteristics and equivalent cyclic creep model of the soft clay at the bottom of suction caisson foundation [J]. Rock and Soil Mechanics, 2022, 43(2): 466-478. |
[7] | ZHANG Tao, LI Tao, FENG Shuo. Elastoplastic two-surface model for describing strain-softening behavior of saturated cohesive soils [J]. Rock and Soil Mechanics, 2022, 43(10): 2757-2767. |
[8] | XU Long-fei, WENG Xiao-lin, ZHANG Ai-jun, ZHAO Gao-wen, WONG Henry, FABBRI Antonin, . Experimental study of water retention characteristics and vapor migration of earth material under relative humidity variation [J]. Rock and Soil Mechanics, 2021, 42(9): 2489-2498. |
[9] | CAO Shuo, YU Yong, WANG Bo, . Viscoelasto-viscoplastic solutions for circular tunnel based on D-P yield criterion and Nishihara model [J]. Rock and Soil Mechanics, 2021, 42(7): 1925-1932. |
[10] | WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854. |
[11] | YU Jin, LIU Ze-han, LIN Li-hua, HUANG Jian-guo, REN Wen-bin, ZHOU Lei, . Characteristics of dilatancy of marble under variable amplitude cyclic loading and unloading [J]. Rock and Soil Mechanics, 2021, 42(11): 2934-2942. |
[12] | CHEN You-liang, LIU Geng-yun, DU Xi, RAFIG Azzam, WU Dong-peng, . Elastoplastic solution for a deep-buried tunnel considering swelling stress and dilatancy [J]. Rock and Soil Mechanics, 2020, 41(8): 2525-2535. |
[13] | YUAN Qing-meng, KONG Liang, ZHAO Ya-peng, . An elastoplastic model for energy soils considering filling and bonding effects [J]. Rock and Soil Mechanics, 2020, 41(7): 2304-2312. |
[14] | WANG Yan-ping, XU Qiang, . Study of failure mechanism and instability criterion of cantilever collapse based on Mohr criterion of quadratic parabola [J]. Rock and Soil Mechanics, 2020, 41(12): 3968-3978. |
[15] | JIN Lei-lei, WEI Yu-feng, HUANG Xin, WEI Jie. Shear strength calculation model of rock joints based on three-dimensional morphology of joint surface [J]. Rock and Soil Mechanics, 2020, 41(10): 3355-3364. |