›› 2015, Vol. 36 ›› Issue (12): 3473-3481.doi: 10.16285/j.rsm.2015.12.018
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
MEI Yuan1, HU Chang-ming1, WEI Yi-feng2, ZHANG Wen-cui1, YUAN Yi-li1, Wang Xue-yan1,3
CLC Number:
[1] | WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407. |
[2] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, YANG Jian-jun, SUN Jia-bao, . An asymptotic state constitutive model for saturated clay under partial drainage [J]. Rock and Soil Mechanics, 2020, 41(2): 485-491. |
[3] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[4] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[5] | WANG Qin-ke, MA Jian-lin, CHEN Wen-long, YANG Yan-xin, HU Zhong-bo, . Centrifugal model tests and calculation method of uplift bearing capacity of rock-socketed pedestal pile overburden soil [J]. Rock and Soil Mechanics, 2019, 40(9): 3405-3415. |
[6] | ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924. |
[7] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[8] | LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583. |
[9] | WANG Li-qin, SHAO Sheng-jun, WANG Shuai, ZHAO Cong, SHI Peng-xin, ZHOU Biao, . Compression curve characteristic of undisturbed loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1076-1084. |
[10] | LI Lin, LI Jing-pei, SUN De-an, GONG Wei-bing , . Nonlinear load-settlement analysis of pile groups considering pile installation effects [J]. Rock and Soil Mechanics, 2019, 40(2): 668-677. |
[11] | WANG Li-qin, SHAO Sheng-jun, ZHAO Cong, LU Zhong-gang,. Effect of initial structural property of loess on its compressive yield [J]. , 2018, 39(9): 3223-3228. |
[12] | CHOU Ya-ling, JIA Shu-sheng, ZHANG Qing-hai, CAO Wei, SEHNG Yu,. The influence of freeze-thaw action on loess collapsibility coefficient considering soil structure [J]. , 2018, 39(8): 2715-2722. |
[13] | HU Yong, LI Yun-an, LI Bo, LI Cong-an, XIAO Jie-fu,. Centrifugal model tests and numerical simulation of three-dimensional space effect of deep and large foundation pit under the confined water level fluctuation [J]. , 2018, 39(6): 1999-2007. |
[14] | FANG Jin-jin, FENG Yi-xin, ZHU Chang-xing,. Mechanical characteristics of Q3 intact loess in true triaxial tests [J]. , 2018, 39(5): 1699-1708. |
[15] | LI Bo, XIAO Xian-bo, XU Tang-jin, ZHOU Song,. Experiment on connecting form between cutoff wall and composite geomembrane of cofferdam with existing wall mud [J]. , 2018, 39(5): 1761-1766. |