Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (3): 649-662.doi: 10.16285/j.rsm.2022.0549
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHI Bin1, WANG Xiao-chan1, LIU En-long2, 3
CLC Number:
[1] | CHEN Xi. A new theoretical peak shear strength criterion of rock joint based on the directional roughness parameter [J]. Rock and Soil Mechanics, 2023, 44(4): 1075-1088. |
[2] | ZHANG Zhi-fei, HUANG Man, TANG Zhi-cheng, . Empirical criterion for evaluating the peak shear strength of discontinuity with different joint wall strengths [J]. Rock and Soil Mechanics, 2023, 44(2): 507-519. |
[3] | ZHANG Shu-ming, JIANG Guan-lu, YE Xiong-wei, CAI Jun-feng, YUAN Sheng-yang, LUO Bin, . A constitutive model for frozen silty sand based on binary medium model simplified by breakage parameter [J]. Rock and Soil Mechanics, 2022, 43(7): 1854-1864. |
[4] | JIANG Yue, ZHOU Hui, LU Jing-jing, GAO Yang, . True triaxial test on hollow cylindrical sandstone [J]. Rock and Soil Mechanics, 2022, 43(4): 932-944. |
[5] | WANG Yong-hong, DU Wen, ZHANG Guo-hui, SONG Yang, . An elasto-plastic analysis of a deep buried tunnel in rock mass based on generalized Zhang-Zhu strength criterion and preliminary application [J]. Rock and Soil Mechanics, 2022, 43(3): 819-830. |
[6] | SU Yu-chen, WANG Yuan, TANG Hui-ming, ZHONG Heng, LI Xin, LIU Chao-fu, LÜ Ya-ru, . Macro-mesoscopic investigation of cushioning mechanism of recycled concrete aggregate under successive rockfall impacts [J]. Rock and Soil Mechanics, 2022, 43(10): 2698-2706. |
[7] | MA Cheng-hao, ZHU Chang-qi, LIU Hai-feng, CUI Xiang, WANG Tian-min, JIANG Kai-fang, YI Ming-xing, . State-of-the-art review of research on the particle shape of soil [J]. Rock and Soil Mechanics, 2021, 42(8): 2041-2058. |
[8] | SUN Zhuang-zhuang, MA Gang, ZHOU Wei, WANG Yi-han, CHEN Yuan, XIAO Hai-bin. Influence of particle shape on size effect of crushing strength of rockfill particles [J]. Rock and Soil Mechanics, 2021, 42(2): 430-438. |
[9] | ZHOU Chao-biao, LIU Dong, JING Qing-hui, . Mechanical properties and failure mechanisms of the rocklike specimens under tension shear effects [J]. Rock and Soil Mechanics, 2021, 42(12): 3335-3344. |
[10] | LIU Bing-heng, KONG Ling-wei, SHU Rong-jun, LI Tian-guo, . Mechanical properties and strength criterion of Zhanjiang structured clay in three-dimensional stress state [J]. Rock and Soil Mechanics, 2021, 42(11): 3090-3100. |
[11] | ZOU Yu-xiong, MA Gang, LI Yi-Ao, CHEN Yuan, ZHOU Wei, QIU Huan-feng, . Impact of rotation resistance on fabric of granular materials [J]. Rock and Soil Mechanics, 2020, 41(8): 2829-2838. |
[12] | WANG Hui, ZHOU Shi-chen, ZHOU Bo, XUE Shi-feng, LIN Ying-song, WU Hai-ming, . Statistical damage models for hydrate-bearing sediments based on different failure criteria [J]. Rock and Soil Mechanics, 2020, 41(12): 4015-4026. |
[13] | ZHENG Kun, MENG Qing-shan, WANG Ren, YU Ke-fu, . Experimental study of acoustic emission characteristics of coral skeleton limestone under triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 205-213. |
[14] | YIN Guang-zhi, LU Jun, ZHANG Dong-ming, LI Ming-hui, DENG Bo-zhi, LIU Chao, . Study on plastic zone and permeability-increasing radius of borehole surrounding rock under true triaxial stress conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 1-10. |
[15] | WANG Rui, YAN Shuai, BAI Jian-biao, CHANG Zhi-guo, SONG Yuan-ba, . Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining [J]. Rock and Soil Mechanics, 2019, 40(8): 3167-3180. |
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