›› 2016, Vol. 37 ›› Issue (11): 3231-3239.doi: 10.16285/j.rsm.2016.11.024
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Zi-juan1, 2, LIU Xin-rong1, 2, FU Yan3, ZHANG Liang4, YUAN Wen1, 2
CLC Number:
TU 452
[1] | ZOU Xian-jian, WANG Yi-teng , WANG Chuan-ying, . Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images [J]. Rock and Soil Mechanics, 2020, 41(S1): 290-298. |
[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] | CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604. |
[4] | LIU Gong-xun, LI Wei, HONG Guo-jun, ZHANG Kun-yong, CHEN Xiu-han, SHI Shao-gang, RUTTEN Tom. Sandstone failure characteristics in large-scale cutting model tests [J]. Rock and Soil Mechanics, 2020, 41(4): 1211-1218. |
[5] | CHENG Hao, TANG Hui-ming, WU Qiong, LEI Guo-ping, . An elasto-plasticity extended Cam-clay model for unsaturated soils using explicit integration algorithm in FEM with hydraulic hysteresis [J]. Rock and Soil Mechanics, 2020, 41(2): 676-686. |
[6] | SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146. |
[7] | LEI Hua-yang, HU Yao, LEI Shuang-hua, QI Zi-yang, XU Ying-gang, . Analysis of microstructure characteristics of air-booster vacuum preloading for ultra-soft dredger fills [J]. Rock and Soil Mechanics, 2019, 40(S1): 32-40. |
[8] | ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81. |
[9] | LUO Bin-yu, YE Yi-cheng, CAO Zhong, WANG Qi-hu, LI Yu-fei, CHEN Hu, . Estimation of pillar strength and effect of inclination under gently inclined layered deposits based on Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2019, 40(5): 1940-1946. |
[10] | REN Ke-bin, WANG Bo, LI Xin-ming, YIN Song, . Strength properties and pore-size distribution of earthen archaeological site under dry-wet cycles of capillary water [J]. Rock and Soil Mechanics, 2019, 40(3): 962-970. |
[11] | ZHANG Xiao-yan, CAI Yan-yan, ZHOU Hao-ran, YANG Yang, LI Yu-long, . Shear behaviors and fractal dimensions of carol sand at large shear strains [J]. Rock and Soil Mechanics, 2019, 40(2): 610-615. |
[12] | FEI Suo-zhu, TAN Xiao-hui, SUN Zhi-hao, DU Lin-feng. Analysis of autocorrelation distance of soil based on microstructure simulation [J]. Rock and Soil Mechanics, 2019, 40(12): 4751-4758. |
[13] | XIAO Xiao-chun, FAN Yu-feng, WU Di, DING Xin, WANG Lei, ZHAO Bao-you, . Energy dissipation feature and rock burst risk assessment in coal-rock combinations [J]. Rock and Soil Mechanics, 2019, 40(11): 4203-4212. |
[14] | ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua. Maximum cantilever anti-slide piles spacing determination with consideration of soil arching effect [J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505. |
[15] | ZENG Yin, LIU Jian-feng, ZHOU Zhi-wei, WU Chi, LI Zhi-cheng, . Creep acoustic emission and damage evolution of salt rock under uniaxial compression [J]. Rock and Soil Mechanics, 2019, 40(1): 207-215. |
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