Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (12): 3357-3371.doi: 10.16285/j.rsm.2022.0284
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Guo-lei1, MA Qiu-feng1, CUI Yu1, LI Gong-cheng1, TIAN Jing2
CLC Number:
[1] | 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. |
[2] | TIAN Shi-xuan, GUO Bao-hua, SUN Jie-hao, CHENG Tan, . Effect of shear rate on shear mechanical properties of rock-like joints under different boundary conditions [J]. Rock and Soil Mechanics, 2023, 44(2): 541-551. |
[3] | YIN Jing-han, CUI Zhen, SHENG Qian, CHEN Jian, ZHANG Mao-chu, . Shear mechanical characteristics evolution and influencing factors of rock discontinuities under cyclic loading [J]. Rock and Soil Mechanics, 2023, 44(1): 109-118. |
[4] | GUO Jia-qi, CHENG Li-pan, ZHU Bin-zhong, TIAN Yong-chao, HUANG Xin. Shear mechanical properties and energy characteristics of rock joints under continuous excavation effect [J]. Rock and Soil Mechanics, 2023, 44(1): 131-143. |
[5] | XU Jian, ZHOU Li-yang, HU Ke, LI Yan-feng, WU Zhi-peng, . Uniaxial compression behavior of fissured loess disturbed by vibration load [J]. Rock and Soil Mechanics, 2023, 44(1): 171-182. |
[6] | HE Guan, YAO Yang-ping. Theoretical relation between unified hardening model and sub-loading surface model [J]. Rock and Soil Mechanics, 2022, 43(S2): 11-22. |
[7] | SUN Jie-hao, GUO Bao-hua, TIAN Shi-xuan, CHENG Tan, . Shear mechanical properties of rock joints under pre-peak cyclic shearing condition [J]. Rock and Soil Mechanics, 2022, 43(S2): 52-62. |
[8] | ZHANG Tao, XU Wei-ya, MENG Qing-xiang, WANG Huan-ling, YAN Long, QIAN Kun, . Experimental investigation on the mechanical characteristics of columnar jointed rock mass samples based on 3D printing technology [J]. Rock and Soil Mechanics, 2022, 43(S2): 245-254. |
[9] | YI Ming-xing, ZHU Chang-qi, WANG Tian-min, LIU Hai-feng, MA Cheng-hao, WANG Xing, ZHANG Po-yu, QU Ru, . In-situ experimental study on spudcan penetration depth of jack-up platform in a site in Qidong city [J]. Rock and Soil Mechanics, 2022, 43(S2): 487-496. |
[10] | XU Hao-chun, JIN Ai-bing, ZHAO Yi-qing, CHEN Zhe, . Numerical study on Brazilian splitting of heat-treated sandstone under different contact angles [J]. Rock and Soil Mechanics, 2022, 43(S2): 588-597. |
[11] | GAO Lei, HAN Chuan, HUANG Jian, WANG Yang, ZHOU Le, . Test and analysis of bearing characteristics of energy pile based on BOTDR [J]. Rock and Soil Mechanics, 2022, 43(S1): 117-126. |
[12] | SHEN Hao-han, ZHANG Hai, FAN Jun-kai, XU Rui-yang, ZHANG Xiao-ming. Influence of contact radius on rock mechanical property and its application in discrete element method software EDEM [J]. Rock and Soil Mechanics, 2022, 43(S1): 580-590. |
[13] | CHEN Tai-jiang, XIANG Xin, ZHANG Guang-cheng, . Characteristic parameters theoretical analysis of rockfall impact on ground based on linear viscoelastic contact theory [J]. Rock and Soil Mechanics, 2022, 43(9): 2410-2420. |
[14] | 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. |
[15] | WANG Jiao, LIN Shan, LUO Liu, ZHENG Hong, SUN Guan-hua, LONG Wan-xue, . Cauchy problem of three-dimensional critical slip surface of slope under tension-shear failure mode [J]. Rock and Soil Mechanics, 2022, 43(9): 2634-2642. |
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