›› 2011, Vol. 32 ›› Issue (7): 2001-2006.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GONG Cheng-ming1, 2,CHENG Qian-gong1,LIU Zheng-ping3
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] | 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. |
[3] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[4] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[5] | YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180. |
[6] | TANG Guo-yi, LIU Zhi, LIU Zheng-hong, TANG Li-jun, YU Yong-tang, JIANG Wen, . Application of low energy level dynamic compaction method to Angola Quelo sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 203-209. |
[7] | LIU Hua, ZHANG Shuo-cheng, NIU Fu-jun, SHAO Zhu-shan, NIU Ze-lin, LU Jie, . Experimental study on one-dimensional compression characteristics of Q3 loess contaminated by acid or alkali solutions [J]. Rock and Soil Mechanics, 2019, 40(S1): 210-216. |
[8] | DOU Jin-zhong, SHAO Xue-ying, LIAO Chen-cong, CHEN Jin-jian, . Study on multi-tamping effects under different arrangement forms of tamping location [J]. Rock and Soil Mechanics, 2019, 40(S1): 527-534. |
[9] | 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. |
[10] | CHEN Yu-long, UCHIMURA Taro, . Early warning of rainfall-induced landslides based on elastic wave velocity [J]. Rock and Soil Mechanics, 2019, 40(9): 3373-3386. |
[11] | 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. |
[12] | LU Liang, SHI Tong-hui, YANG Dong, . Control effect of uneven settlement of subgrade by composited method of replacement load shedding and reinforced embankment [J]. Rock and Soil Mechanics, 2019, 40(9): 3474-3482. |
[13] | 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. |
[14] | CAI Yu, XU Lin-rong, ZHOU De-quan, DENG Chao, FENG Chen-xi, . Model test research on method of self-balance and traditional static load [J]. Rock and Soil Mechanics, 2019, 40(8): 3011-3018. |
[15] | SUN Fei, ZHANG Zhi-qiang, YI Zhi-wei. Model experimental study of the influence of normal fault with stick-slip dislocation on subway tunnel structure [J]. Rock and Soil Mechanics, 2019, 40(8): 3037-3044. |
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