Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (9): 2495-2508.doi: 10.16285/j.rsm.2022.1433
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GAO Zhi-ao1, 2, KONG Ling-wei1, 2, WANG Shuang-jiao2, 3, LIU Bing-heng1, 2, LU Jian-feng1, 2
CLC Number:
[1] | PENG Yang, GAO Yong-tao, WANG Wen-lin, FUER Kate, WEN Jian-min, ZHOU Yu, . Fracture mechanism of coal-rock combination under unilateral confinement compression [J]. Rock and Soil Mechanics, 2023, 44(增刊): 387-398. |
[2] | LU Qin-wu, GUAN Zhen-chang, LIN Lin, WU Shu-jing, SONG De-jie. Lining- stratum interaction mechanism of mountain tunnel based on static pushover model test [J]. Rock and Soil Mechanics, 2023, 44(8): 2318-2326. |
[3] | WANG Lei, ZHANG Shuai, LIU Huai-qian, CHEN Li-peng, ZHU Chuan-qi, LI Shao-bo, WANG An-cheng. Research on energy dissipation and damage failure law of gas-bearing coal under impact loading [J]. Rock and Soil Mechanics, 2023, 44(7): 1901-1915. |
[4] | CHEN Lei , ZHANG Guang-qing, ZHANG Min, CAO Yu-jie , SHEN Li-ji, . Propagation process of hydraulic fracture crossing an orthogonal discontinuity [J]. Rock and Soil Mechanics, 2023, 44(1): 159-170. |
[5] | ZHANG Dong-xiao, GUO Wei-yao, ZHAO Tong-bin, GU Xue-bin, CHEN Le-xin, . Experimental study on directional propagation of rock type-Ⅰ crack [J]. Rock and Soil Mechanics, 2022, 43(S2): 231-244. |
[6] | PENG Shou-jian, ZHANG Qian-wen, XU Jiang, CHEN Yi-an, CHEN Can-can, CAO Qi, RAO Hao-kui, . Experimental study of deformation localization characteristics of sandstone under seepage-stress coupling based on 3D digital image correlation technology [J]. Rock and Soil Mechanics, 2022, 43(5): 1197-1206. |
[7] | SHI Dan-da, YU Kuai, MAO Yi-yao, YUAN Yuan, HAO Dong-xue, HU Wei, . Experimental study on the uplift behavior and soil deformation characteristics of the double-blade screw anchor in loose sand [J]. Rock and Soil Mechanics, 2022, 43(11): 3059-3072. |
[8] | JIN Ai-bing, WANG Jie, CHEN Shuai-jun, LI Hai, . Strength and damage characteristics of tailings filling body with different particle size distributions [J]. Rock and Soil Mechanics, 2022, 43(11): 3083-3093. |
[9] | LI Di-yuan, GAO Fei-hong, LIU Meng, MA Jin-yin. Research on failure mechanism of stratified sandstone with pre-cracked hole under combined static-dynamic loads [J]. Rock and Soil Mechanics, 2021, 42(8): 2127-2140. |
[10] | QI Fei-fei, ZHANG Ke, XIE Jian-bin, . Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1669-1680. |
[11] | LIU Xiang-hua, ZHANG Ke, LI Na, QI Fei-fei, YE Jin-ming, . Quantitative identification of the failure behavior of the 3D printed rock-like specimen with one hole and two flaws [J]. Rock and Soil Mechanics, 2021, 42(11): 3017-3028. |
[12] | XU Hao-chun, JIN Ai-bing, ZHAO Yi-qing, WANG Ben-xin, WEI Li-chang, . Experimental studies on split mechanical properties and fracture evolution behavior of bedding sandstone after high-temperature treatment [J]. Rock and Soil Mechanics, 2021, 42(11): 3069-3078. |
[13] | XU Jiang, SONG Xiao-zheng, PENG Shou-jian, CHEN Can-can, RAN Xiao-meng, YAN Fa-zhi, . Experimental study of generalized stress relaxation of rock based on 3D-DIC technology [J]. Rock and Soil Mechanics, 2021, 42(1): 27-38. |
[14] | ZHANG Ke, LI Na, CHEN Yu-long, LIU Wen-lian, . Evolution characteristics of strain field and infrared radiation temperature field during deformation and rupture process of fractured sandstone [J]. Rock and Soil Mechanics, 2020, 41(S1): 95-105. |
[15] | ZHANG Ke, QI Fei-fei, CHEN Yu-long, . Deformation and fracturing characteristics of fracture network model and influence of filling based on 3D printing and DIC technologies [J]. Rock and Soil Mechanics, 2020, 41(8): 2555-2563. |
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