›› 2018, Vol. 39 ›› Issue (10): 3907-3914.doi: 10.16285/j.rsm.2017.0155
• Testing Technology • Previous Articles
XUE Chen1, 2, 3, FU Wen-xi1, 2, HE Si-ming4
CLC Number:
[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] | 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. |
[4] | 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. |
[5] | ZHU Jun-gao, JIANG Ming-jie, LU Yang-yang, JI En-yue, LUO Xue-hao, . Experimental study on influence of stress state on at-rest earth pressure coefficient for coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(3): 827-833. |
[6] | GAO Gui-yun, WANG Cheng-hu, WANG Chun-quan,. Optimal size range study of rock specimen for double concentric annular core direct tensile test [J]. , 2018, 39(S1): 191-202. |
[7] | 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. |
[8] | ZHU Jun-gao, LU Yang-yang, JIANG Ming-jie, CHU Fu-yong,. Development and application of new apparatus for K0 test [J]. , 2018, 39(8): 3071-3076. |
[9] | REN Fei-fan, HE Jiang-yang, WANG Guan, ZHAO Qi-hua, . Numerical analysis of dynamic characteristics of coarse grained soils based on Cyclic-mobility constitutive model [J]. Rock and Soil Mechanics, 2018, 39(12): 4627-4641. |
[10] | 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. |
[11] | 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. |
[12] | ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Xiangyu-yu, LUO Yi-dao, JIANG Yan,. Discussion on size effect of plate loading test and determination of bearing capacity of subgrade [J]. , 2016, 37(S2): 263-272. |
[13] | WANG Hong-xin. Size effect of foundation pits and calculation method of safety factor of heave-resistant stability considering excavation width [J]. , 2016, 37(S2): 433-441. |
[14] | WANG Qing-yuan ,ZHU Wan-cheng ,LIU Hong-lei ,NIU Lei-lei ,LI Ru-fei , . Size effect of long-term strength of sandstone under uniaxial compression [J]. , 2016, 37(4): 981-990. |
[15] | LIANG Chang-yu, LI Xiao, WU Shu-ren,. Research on energy characteristics of size effect of granite under low / intermediate strain rates [J]. , 2016, 37(12): 3472-3480. |
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