›› 2010, Vol. 31 ›› Issue (1): 66-70.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YU Qing-gao1,SHAO Sheng-jun1, 2,SHE Fang-tao1,ZHANG Jian-hui1
CLC Number:
[1] | HAN Gang, ZHOU Hui, CHEN Jian-lin, ZHANG Chuan-qing, GAO Yang, SONG Gui-hong, HONG Wang-bing, . Engineering geological properties of interlayer staggered zones at Baihetan hydropower station [J]. Rock and Soil Mechanics, 2019, 40(9): 3559-3568. |
[2] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[3] | MEI Shi-ming, HU Xiao-chuan, SU Guo-shao, CHEN Guan-yan, . Model test study of the influence of intermediate principal stress on rockburst in tunnel [J]. Rock and Soil Mechanics, 2019, 40(10): 3959-3968. |
[4] | CAO Shuai, SONG Wei-dong, XUE Gai-li,. Experimental study of long-term mechanical strength of cemented tailings backfill considering effect of filling interval time and solid content [J]. , 2018, 39(S1): 341-347. |
[5] | JIANG Shui-hua, LIU Xian, YAO Chi, YANG Jian-hua, HUANG Jin-song, JIANG Xian-he,. System reliability analysis of rock slopes at low probability levels [J]. , 2018, 39(8): 2991-3000. |
[6] | HUANG Jun-jie, WANG Wei, SU Qian, LI Ting, WANG Xun,. Deformation and failure modes of embankments on soft ground reinforced by plain concrete piles [J]. , 2018, 39(5): 1653-1661. |
[7] | LIN Qing-hui, YAN Jia-jia, DONG Mei, ZHU Jian-feng,. Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess [J]. , 2018, 39(4): 1369-1376. |
[8] | JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,. Experimental investigation on strength characteristic of coarse-grained materials in three-dimensional stress state [J]. , 2018, 39(10): 3581-3588. |
[9] | ZHENG Gang, YU Xiao-xuan, DU Juan, YIN Xin, ZHOU Hai-zuo, YANG Xin-yu, . Numerical analysis of ultimate bearing capacity of strip footings near slopes [J]. , 2018, 39(10): 3812-3820. |
[10] | ZHANG Yu, SHAO Sheng-jun, CHEN Fei, DING Xiao, ZHANG Shao-jun,. Experimental study of strength characteristics and failure modes of Q3 intact loess under different stress paths [J]. , 2017, 38(S2): 99-106. |
[11] | FANG Jin-jin, FENG Yi-xin, SHAO Sheng-jun,. Soil-water characteristics of intact Q3 loess under true triaxial condition [J]. , 2017, 38(9): 2597-2604. |
[12] | ZHANG Yu, HE Hui, ZHAO Min, LI Bao-ping, DING Xiao. Analysis of lateral unloading deformation and strength characteristics of intact loess under plain strain condition [J]. , 2017, 38(5): 1233-1242. |
[13] | FANG Jin-jin, SHAO Sheng-jun, FENG Yi-xin,. Suction changes of intact Q3 loess based on true triaxial tests [J]. , 2017, 38(4): 934-942. |
[14] | LIU Gang, JIANG Qing-hui, XIONG Feng, ZHANG Xiao-bo,. Experimental study of crack propagation and deformation failure of multiple-jointed rock mass [J]. , 2016, 37(S1): 151-158. |
[15] | SONG Xin-jiang , XU Hai-bo, ZHOU Wen-yuan, WANG Wei,. True triaxial test on stress-strain characteristics of cement-soil [J]. , 2016, 37(9): 2489-2495. |