›› 2018, Vol. 39 ›› Issue (S1): 191-202.doi: 10.16285/j.rsm.2018.0036
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GAO Gui-yun1, WANG Cheng-hu1, WANG Chun-quan2
CLC Number:
TU 452
[1] | LUO Zhao-gang, WANG Shi-ji, YANG Zhen-bei, . Quantitative analysis of fracture evolution of expansive soils under wetting-drying cycles [J]. Rock and Soil Mechanics, 2020, 41(7): 2313-2323. |
[2] | HONG Chen-jie, HUANG Man, XIA Cai-chu, LUO Zhan-you, DU Shi-gui, . Study of size effect on the anisotropic variation coefficient of rock joints [J]. Rock and Soil Mechanics, 2020, 41(6): 2098-2109. |
[3] | ZHANG Mao-chu, SHENG Qian, CUI Zhen, MA Ya-li-na, ZHOU Guang-xin. Effect of loading rate on tensile strength of rock materials and morphology of fracture joint surface [J]. Rock and Soil Mechanics, 2020, 41(4): 1169-1178. |
[4] | YAN Chao-ping, LONG Zhi-lin, ZHOU Yi-chun, KUANG Du-min, CHEN Jia-min, . Investigation on the effects of confining pressure and particle size of shear characteristics of calcareous sand [J]. Rock and Soil Mechanics, 2020, 41(2): 581-591. |
[5] | ZHOU Meng-jia, WEN Yan-feng, DENG Gang, WANG Yun-jia, SONG Er-xiang, . Three-dimensional discrete element simulation of random breaking strength and size effect in single particle splitting test of rockfill [J]. Rock and Soil Mechanics, 2019, 40(S1): 503-510. |
[6] | WU Shun-chuan, MA Jun, CHENG Ye, CHENG Zi-qiao, LI Jian-yu, . Review of the flattened Brazilian test and research on the three dimensional crack initiation point [J]. Rock and Soil Mechanics, 2019, 40(4): 1239-1247. |
[7] | JI En-yue, CHEN Sheng-shui, FU Zhong-zhi, . Experimental investigations on tensile cracking mechanical characteristics of gravelly core material [J]. Rock and Soil Mechanics, 2019, 40(12): 4777-4782. |
[8] | LI Yang, SHE Cheng-xue. Numerical simulation of effect of size on crushing strength of rockfill grains using particle flow code [J]. , 2018, 39(8): 2951-2959. |
[9] | LIU Yue-dong, LIN Jian, FENG Yan-jun, SI Lin-po,. Research on tensile strength of rock based on hydraulic fracturing method [J]. , 2018, 39(5): 1781-1788. |
[10] | TENG Shang-yong, YANG Sheng-qi, HUANG Yan-hua, TIAN Wen-ling, . Experimental study of influence of crack filling on mechanical properties of Brazilian discs [J]. Rock and Soil Mechanics, 2018, 39(12): 4493-4507. |
[11] | SU Hui, YANG Jia-qi, HU Bao-wen, GAO Xuan, MA Hui, . Study of particle size effect of rock model based on particle discrete element method [J]. Rock and Soil Mechanics, 2018, 39(12): 4642-4651. |
[12] | WU Qiu-hong, ZHAO Fu-jun, LI Xi-bing, WANG Shi-ming, WANG Bin, ZHOU Zhi-hua,. Mechanical properties of ring specimens of sandstone subjected to diametral compression [J]. , 2018, 39(11): 3969-3975. |
[13] | XUE Chen, FU Wen-xi, HE Si-ming,. Development of assembled variable dimension direct shear apparatus [J]. , 2018, 39(10): 3907-3914. |
[14] | ZHOU Hai-juan, MA Gang, YUAN Weir, ZHOU Wei, CHANG Xiao-lin, . Size effect on the crushing strengths of rock particles [J]. , 2017, 38(8): 2425-2433. |
[15] | LUO Han, LI Rong-jian, LIU Jun-ding, HUO Xü-ting, ZHANG Zhen, SUN Ping,. Comparison of active earth pressure formulations of loess based on joint strength [J]. , 2017, 38(7): 2080-2086. |
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