›› 2015, Vol. 36 ›› Issue (10): 2847-2854.doi: 10.16285/j.rsm.2015.10.014
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Shuang1, 2, CHEN Jian-sheng1, 2, ZHOU Peng3
CLC Number:
[1] | WU Meng-xi, GAO Gui-yun, YANG Jia-xiu, ZHAN Zheng-gang, . A method of predicting critical gradient for piping of sand and gravel soils [J]. Rock and Soil Mechanics, 2019, 40(3): 861-870. |
[2] | 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. |
[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] | CAO Hong , XIAO Ying-ping , . Experimental study of permeability characteristics of surface soil during seepage and deformation [J]. , 2017, 38(9): 2465-2472. |
[5] | WU Meng-xi, YU Ting, ZHANG Qi,. Finite element simulation of influence of deep overburden suffusion on dam stress and deformation [J]. , 2017, 38(7): 2087-2095. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | XU Chang-jie , XU Li-ge , SUN Feng-ming , YU Jin , YANG Di,. Risk control and dealing example of confined water of deep foundation pit [J]. , 2014, 35(S1): 353-358. |
[11] | CHEN Jian-sheng,HE Hai-qing,WANG Shuang,ZENG Ming-ming,WANG Ting,HE Wen-zheng. Analysis of piping sanding and flux of cohesionless soils [J]. , 2014, 35(3): 623-630. |
[12] | NI Xiao-dong , ZHAO Shuai-long , WANG Yuan , . Study of mathematical model for piping development considering development of weak zone [J]. , 2014, 35(12): 3627-3635. |
[13] | HU Ya-yuan , MA Pan . Mechanism study and finite element simulation of three-phase coupling seepage erosion piping [J]. , 2013, 34(4): 913-921. |
[14] | LUO Yu-long, WU Qiang, ZHAN Mei-li, SHENG Jin-chang. Study of critical piping hydraulic gradient of suspended cut-off wall and sand gravel foundation under different stress states [J]. , 2012, 33(S1): 73-78. |
[15] | GU Gao-li,KE Han,LI Yu-chao,WAN Xiao-li,CHEN Yun-min. Analysis of maximum liquid depth in landfill drainage layers under clogging conditions [J]. , 2012, 33(4): 1094-1102. |
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