Electric-field response based experimental investigation of unsaturated soil slope seepage

被引:9
|
作者
Geng, Jishi [1 ]
Sun, Qiang [1 ]
Zhang, Yuchun [2 ]
Yan, Changgen [3 ]
Zhang, Weiqiang [1 ]
机构
[1] China Univ Min & Technol, Sch Resources & Geosci, Xuzhou 221116, Jiangsu, Peoples R China
[2] Southwest Jiaotong Univ, Fac Geosci & Environm Engn, Chengdu 611756, Sichuan, Peoples R China
[3] Changan Univ, Sch Highway, Xian 710064, Shanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Unsaturated soil slope; Rainfall seepage; Geoelectric-field response; POROUS-MEDIA; WATER;
D O I
10.1016/j.jappgeo.2017.01.023
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Rainfall is one of the important factors causing the failure of slope, such as the occurrence of transverse cracks and localized slumps. The process of rainfall seepage was studied with an indoor soil slope model based on the Network Parallel Electrical Method. The responses of geoelectric-field parameters were analyzed to infer the evolution process of rainfall seepage path. The variations of geoelectric-field parameters also contribute to our understanding of the behavior of groundwater seepage. The results show that the seepage velocity and seepage position of groundwater can be obtained according to the exciting current and primary field potential response characteristics of seepage field. The primary field potential, exciting current, spontaneous potential and apparent resistivity are sensitive to the water flow. When the position of the seepage surface reaches a certain electrode, the spontaneous potential, primary field potential and exciting current rapidly increase, while the apparent resistivity decreases gradually. The result of apparent resistivity can reflect the variation of the water content in the 3D structural soil slope and the position of infiltration surface. The results of study can provide the theoretical basis for studying the behavior of moisture flow in soil slope under rainfall condition. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:154 / 160
页数:7
相关论文
共 50 条
  • [21] Three-Dimensional Numerical Investigation on the Seepage Field and Stability of Soil Slope Subjected to Snowmelt Infiltration
    Cong, Shengyi
    Tang, Liang
    Ling, Xianzhang
    Xing, Wenqiang
    Geng, Lin
    Li, Xinyu
    Li, Guoyu
    Li, Hui
    WATER, 2021, 13 (19)
  • [22] EXPERIMENTAL INVESTIGATION OF THE INFLUENCE OF ELECTRIC-FIELD ON THE COLLISION-COALESCENCE OF WATER DROPS
    PAUL, SK
    SELVAM, AM
    RAMANAMURTY, BV
    TELLUS, 1979, 31 (04): : 279 - 289
  • [24] Two-phase Seepage Analysis in Unsaturated Rock and Soil Slope during Rainfall
    Huang, X. L.
    Xiong, J.
    Liu, J. J.
    6TH INTERNATIONAL SYMPOSIUM ON MULTIPHASE FLOW, HEAT MASS TRANSFER AND ENERGY CONVERSION, 2010, 1207 : 507 - +
  • [25] A vector sum method for stability analysis unsaturated soil slope subjected to transient seepage
    Xue Hai-bin
    Dang Fa-ning
    Yin Xiao-tao
    Ding Wei-hua
    Liu Hai-wei
    ROCK AND SOIL MECHANICS, 2016, 37 (37) : 49 - 56
  • [26] EFFECT OF SLOPE OF DORSAL HIPPOCAMPUS ON SHAPE OF ELECTRIC-FIELD GENERATED BY IT
    ZHADIN, MN
    BIOFIZIKA, 1978, 23 (01): : 139 - 142
  • [27] A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage
    Ng, CWW
    Shi, Q
    COMPUTERS AND GEOTECHNICS, 1998, 22 (01) : 1 - 28
  • [28] INVESTIGATION OF ELECTRIC-FIELD OF ISOLATED DOGS HEART
    TSUKERMAN, BM
    TITOMIR, LI
    KON, MV
    TOROPCHINA, IA
    BULLETIN OF EXPERIMENTAL BIOLOGY AND MEDICINE, 1974, 78 (10) : 1214 - 1216
  • [29] The Forecasting Method of Thundercloud Electric-field Based on the Data of Networking Atmosphere Electric-field
    Zhang, Yu
    Chen, Jia-qing
    Su, Man-tang
    Han, Yue-Qi
    Wang, Ying-qiang
    Yang, Jie
    2015 7TH ASIA-PACIFIC CONFERENCE ON ENVIRONMENTAL ELECTROMAGNETICS (CEEM), 2015, : 60 - 64
  • [30] Analysis of failure of unsaturated soil slope due to rainfall based on soil-water-air seepage-deformation coupling FEM
    Xiong Y.-L.
    Zhu H.-H.
    Ye G.-L.
    Ye B.
    Yantu Lixue/Rock and Soil Mechanics, 2017, 38 (01): : 284 - 290