›› 2017, Vol. 38 ›› Issue (12): 3484-3490.doi: 10.16285/j.rsm.2017.12.012
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Li-qin1, 2, SHAO Sheng-jun1, 2, LU Zhong-gang1
CLC Number:
TU 43
[1] | CHEN Qing-fa, YANG Cheng-ye, YIN Ting-chang, WANG Yu, . Combination relationship of ore block structures in metal mines [J]. Rock and Soil Mechanics, 2020, 41(S1): 74-82. |
[2] | ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, . True triaxial shear tests of remolded loess under different matrix suctions [J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162. |
[3] | CHU Feng, ZHANG Hong-gang, SHAO Sheng-jun, DENG Guo-hua, . Experimental study on mechanical deformation and corrosion resistance characteristics of loess reinforced with synthetic waste cloth fiber yarn [J]. Rock and Soil Mechanics, 2020, 41(S1): 394-403. |
[4] | ZHAO Yi-qing, WU Chang-gui, JIN Ai-bing, SUN Hao, . Experimental study of sandstone microstructure and mechanical properties under high temperature [J]. Rock and Soil Mechanics, 2020, 41(7): 2233-2240. |
[5] | ZHANG Lei, HAI Wei-shen, GAN Hao, CAO Wei-ping, WANG Tie-hang, . Study on bearing behavior of flexible single pile subject to horizontal and uplift combined load [J]. Rock and Soil Mechanics, 2020, 41(7): 2261-2270. |
[6] | YU Hai-tao, ZHANG Zheng-wei, LI Pan, . Improved equivalent response acceleration method for seismic design of underground structures [J]. Rock and Soil Mechanics, 2020, 41(7): 2401-2410. |
[7] | ZHU Nan, LIU Chun-yuan, ZHAO Xian-hui, WANG Wen-jing, . Micro-structure characteristics of structured clay under different stress paths in K0 consolidated drained tests [J]. Rock and Soil Mechanics, 2020, 41(6): 1899-1910. |
[8] | WEN Xin, HU Zhi-ping, ZHANG Xun, CHAI Shao-bo, LÜ Xin-bo, . Modified infiltration model for saturated-unsaturated loess based on Green-Ampt model and its parametric study [J]. Rock and Soil Mechanics, 2020, 41(6): 1991-2000. |
[9] | SUN Yin-lei, TANG Lian-sheng, LIU Jie, . Advances in research on microstructure and intergranular suction of unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(4): 1095-1122. |
[10] | PAN Dan-guang, CHENG Ye, CHEN Qing-jun. Shaking table test of the effect of underground shopping mall structure on ground motion [J]. Rock and Soil Mechanics, 2020, 41(4): 1134-1145. |
[11] | LI Xiao-xuan, LI Tao, LI Jian, ZHANG Tao. An elastoplastic two-surface model for unsaturated structural clays under cyclic loading [J]. Rock and Soil Mechanics, 2020, 41(4): 1153-1160. |
[12] | FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin. Wetting deformation characteristics of intact loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246. |
[13] | DU Yu-xiang, SHENG Qian, WANG Shuai, FU Xiao-dong, LUO Hong-xing, TIAN Ming, WANG Li-wei, MEI Hong-ru. Study of microstructure and mechanical properties of semi-diagenetic rock of Xigeda Formation [J]. Rock and Soil Mechanics, 2020, 41(4): 1247-1258. |
[14] | LIU Hua, HE Jiang-tao, ZHAO Qian, WANG Tie-hang, GUO Chao-yi, . Experimental study on evolution of micro-permeability characteristics of acid-contaminated undisturbed loess [J]. Rock and Soil Mechanics, 2020, 41(3): 765-772. |
[15] | ZHANG Heng-yuan, QIAN De-ling, SHEN Chao, DAI Qi-quan. Experimental investigation on dynamic response of pile group foundation on liquefiable ground subjected to horizontal and vertical earthquake excitations [J]. Rock and Soil Mechanics, 2020, 41(3): 905-914. |
|