›› 2004, Vol. 25 ›› Issue (7): 1072-1076.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU Zhong-yu1, MIAO Tian-de2
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] | CAO Hong , XIAO Ying-ping , . Experimental study of permeability characteristics of surface soil during seepage and deformation [J]. , 2017, 38(9): 2465-2472. |
[3] | 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. |
[4] | KONG Yu-fei, SONG Er-xiang. A method for estimating soil-water characteristic curve from grain-size distribution [J]. , 2015, 36(9): 2487-2493. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | HU Ya-yuan , MA Pan . Mechanism study and finite element simulation of three-phase coupling seepage erosion piping [J]. , 2013, 34(4): 913-921. |
[11] | 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. |
[12] | CHEN Qun,LIU Li,HE Chang-rong,ZHU Fen-qing. Criterion of piping types for gap-graded coarse-grained soils [J]. , 2009, 30(8): 2249-2253. |
[13] | MAO Chang-xi,DUAN Xiang-bao. On seepage forces and application [J]. , 2009, 30(6): 1569-1574. |
[14] | MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Study of critical gradient of piping for various grain sizes in sandy gravels [J]. , 2009, 30(12): 3705-3709. |
[15] | ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow [J]. , 2009, 30(10): 3154-3158. |