Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (2): 595-602.doi: 10.16285/j.rsm.2022.0352

• Geotechnical Engineering • Previous Articles     Next Articles

Piping classification of dike engineering based on the risk degree and its application

WU Qing-hua, WANG Xiao, ZHANG Jia-fa, ZHANG Wei   

  1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan, Hubei 430010, China
  • Received:2022-03-23 Accepted:2022-05-24 Online:2023-02-10 Published:2023-02-17
  • Supported by:
    This work was supported by the Fundamental Research Funds for Central Public Welfare Research Institutes (CKSF2021488/YT), the National Natural Science Foundation of China (42072282) and the National Key R&D Program of China (2017YFC1502600).

Abstract: Piping was one of the main risks of dike engineering in China, thus it was vital to the flood control and rescue. However, in the practice of flood control and emergency rescue, the degree of damage caused by piping was different. It was difficult to take different measures to tackle the piping risks, which resulted in exaggeration or contempt for the rescue of piping. The main reason could be the lack of understanding of the piping damage degree. To this end, this paper presented the concept of collapsed piping based on the damage degree of piping to dike engineering, and developed a method for estimating piping damage degree using the analytic hierarchy process. And the quality of dike engineering, water head difference and piping risk characteristics were chosen as the main impact factors to evaluate the risk degree of piping. The results showed that the distance of piping to dike, with a weight value of 0.375 5, was the most important impact factor on the risk degree of piping, followed by the water level of outside dike with a weight value of 0.202 1, and piping scale had minimal effect with a weight value of 0.172 3. The risk degrees of 33 typical piping appeared in the Yangtze River, were assessed by using the analytic hierarchy process. Moreover, the two piping risks happened in Qingshan district of Wuhan city (2016) and Paizhouwan of Jiayu county, Hubei province (1998), were contrastively analyzed with the traditional empirical method and the analytic hierarchy process method, respectively, which showed that the analytic hierarchy process was more scientific and practical. The results can provide technical support for the classification of piping hazard and dike rescue.

Key words: dike engineering, piping, classification method, degree of risk

CLC Number: 

  • TV 64
[1] LUO Yu-long, ZHANG Xing-jie, ZHANG Hai-bin, SHENG Jin-chang, ZHAN Mei-li, WANG Hui-min, HE Shu-yuan. Review of suffusion in deep alluvium foundation [J]. Rock and Soil Mechanics, 2022, 43(11): 3094-3106.
[2] 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.
[3] CAO Hong , XIAO Ying-ping , . Experimental study of permeability characteristics of surface soil during seepage and deformation [J]. , 2017, 38(9): 2465-2472.
[4] 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.
[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] CHEN Qing-fa,WEI Cai-shou,NIU Wen-jing,CHEN De-yan,FENG Chun-hui,FAN Qiu-yan. Stability classification of roadway roof in fractured rock mass based on blockiness theory [J]. , 2014, 35(10): 2901-2908.
[11] HU Ya-yuan , MA Pan . Mechanism study and finite element simulation of three-phase coupling seepage erosion piping [J]. , 2013, 34(4): 913-921.
[12] 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.
[13] 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.
[14] MAO Chang-xi,DUAN Xiang-bao. On seepage forces and application [J]. , 2009, 30(6): 1569-1574.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .