Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (2): 592-600.doi: 10.16285/j.rsm.2018.0018
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YIN Qian, JING Hong-wen, LIU Ri-cheng, SU Hai-jian, YU Li-yuan, WANG Ying-chao
CLC Number:
[1] | YU Li-yuan, YANG Han-qing, WANG Xiao-lin, LIU Ri-cheng, WANG Ying-sen. Numerical study on nonlinear hydraulic properties of three-dimensional rough joints under cyclic shear conditions [J]. Rock and Soil Mechanics, 2023, 44(9): 2757-2766. |
[2] | WANG Ming-nian, JIANG Yong-tao, YU Li, DONG Yu-cang, DUAN Ru-yu, . Analytical solution of startup critical hydraulic gradient of fine particles migration in sandy soil [J]. Rock and Soil Mechanics, 2020, 41(8): 2515-2524. |
[3] | 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. |
[4] | XIAO Xiao-chun, DING Xin, PAN Yi-shan, LÜ Xiang-feng, WU Di, WANG Lei, FAN Yu-feng, . Development and application of true triaxial and multiparameter experimental system for coal rock containing methane [J]. Rock and Soil Mechanics, 2018, 39(S2): 451-462. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | WANG Zhang-qiong,YAN E-chuan,LU Gong-da,GAO Lian-tong,ZHANG Qi-ming,TANG Rui-xuan. Statistical analysis of in-situ stress field for underground water-sealed storage cavern in Chinese mainland [J]. , 2014, 35(S1): 251-256. |
[11] | YE Zu-yang , JIANG Qing-hui , YAO Chi , ZHOU Chuang-bing . Formulation and simulation of non-steady seepage flow through fracture network in rock masses [J]. , 2013, 34(4): 1171-1178. |
[12] | RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand [J]. , 2009, 30(1): 241-245. |
[13] | 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. |
[14] | WANG Huan-ling , XU Wei-ya , YU Hong-ming,. Seepage analysis of fracture network of rock mass in karst area [J]. , 2005, 26(7): 1080-1084. |
[15] | LIU Jian-gang, CHEN Jian-sheng, JIAO Yue-hong, ZHAO Wei-bing. Numerical simulation of osmotic deformation progress of dyke foundations of double-layer structure [J]. , 2002, 23(6): 706-708. |