›› 2002, Vol. 23 ›› Issue (6): 706-708.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Jian-gang, CHEN Jian-sheng, JIAO Yue-hong, ZHAO Wei-bing
CLC Number:
[1] | YIN Qian, JING Hong-wen, LIU Ri-cheng, SU Hai-jian, YU Li-yuan, WANG Ying-chao. Nonlinear fluid flow behaviors in fracture networks subjected to various lateral pressure ratios [J]. Rock and Soil Mechanics, 2019, 40(2): 592-600. |
[2] | MA Rui-nan, GUO Hong-xian, CHENG Xiao-hui, LIU Jing-ru, . Permeability experiment study of calcareous sand treated by microbially induced carbonate precipitation using mixing methods [J]. Rock and Soil Mechanics, 2018, 39(S2): 217-223. |
[3] | YANG Ying-xiao, GONG Xiao-nan, ZHOU Chun-ping , JING Xing-ping, . Experimental study of seepage failure of Qiantang River alluvial silts [J]. , 2016, 37(S2): 243-249. |
[4] | LIU Ri-cheng , LI Bo , JIANG Yu-jing , YU Li-yuan,. Effects of equivalent hydraulic aperture and hydraulic gradient on nonlinear seepage properties of rock mass fracture networks [J]. , 2016, 37(11): 3165-3174. |
[5] | HUANG Da , ZENG Bin , GU Dong-ming,. Estimation of critical hydraulic gradient of coarse-grained soils based on Copula theory [J]. , 2015, 36(5): 1253-1260. |
[6] | CHEN Jian-sheng , YUAN Ke-long , WANG Shuang , ZHANG Hua , HE Wen-zheng , . Experimental research on piping development considering buried depth of fine sand [J]. , 2015, 36(3): 653-659. |
[7] | WANG Shuang , CHEN Jian-sheng , ZHOU Peng,. Effect of thickness of fine sand layer on piping development in three-stratum dike foundation [J]. , 2015, 36(10): 2847-2854. |
[8] | RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand [J]. , 2009, 30(1): 241-245. |
[9] | HU Qi, LING Dao-sheng, CHEN Ren-peng, CHEN Yun-min, JIA Guan-wei. Research on deep foundation pit excavation due to seepage failure of soil [J]. , 2008, 29(11): 2967-2972. |
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