Foundation Pit Leakage Detection Method Based on Electrical Resistivity Imaging Technology
Earth Sciences
Volume 7, Issue 4, August 2018, Pages: 144-150
Received: May 21, 2018; Accepted: Jun. 7, 2018; Published: Jun. 29, 2018
Views 886      Downloads 45
Authors
Cai Kejian, Faculty of Geophysics and Information Technology, China University of Geosciences, Beijing, China
Yin Yabin, Faculty of Earth Sciences, Jilin University, Changchun, China
Liaozhi, Faculty of Architectural Engineering, Tianjin University, Tianjin China
Ding Yueshuang, Faculty of Environmental and Civil Engineering, Chengdu University of Technology, Chengdu, China
Wu Yuhao, Faculty of Earth Sciences, Jilin University, Changchun, China
Article Tools
Follow on us
Abstract
With the continuous development of city construction and development of underground engineering, increasingly large scale, all kinds of super large and deep foundation pit appear constantly, especially in soft soil and high groundwater level area. Due to the leakage problem of the foundation pit engineering, accidents happen. Pit leakage is a common construction defect of construction waterproof curtain, therefore, it is necessary to detect the leakage situation of the foundation pit supporting system in advance, so that the leakage area is treated and prevented in time. In the foundation pit engineering, it is often used to observe the water level changes inside and outside the foundation pit to deduce the approximate area of the foundation pit leakage. Therefore, the use of geophysical methods for leakage detection research has become a breakthrough in solving the problem of leakage of foundation pit. In this paper, variation of groundwater flow around the foundation pit line is discussed when there is leakage of foundation pit system, for instance, leaking water aggregation, intensive regional seepage resistance, resulting in low resistivity of leakage area around the foundation pit of low resistivity. Based on the resistivity imaging technique, the method for detecting the leakage of the foundation pit by detecting the change of resistivity of soil around foundation pit before and after dewatering is presented. It is through two engineering examples show that this method can detect the pit leakage detection results of three-dimensional position, detection results objectively and accurately.
Keywords
Foundation Pit Leakage, Electrical Resistivity Imaging, Groundwater, Streamline
To cite this article
Cai Kejian, Yin Yabin, Liaozhi, Ding Yueshuang, Wu Yuhao, Foundation Pit Leakage Detection Method Based on Electrical Resistivity Imaging Technology, Earth Sciences. Vol. 7, No. 4, 2018, pp. 144-150. doi: 10.11648/j.earth.20180704.11
Copyright
Copyright © 2018 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
References
[1]
GAO D Z. Deep Foundation Pit Engineering [M]. China Machine Industry Press. 2002. 5 (In Chinese).
[2]
LI X J, HUANG Y J, et al. Standard for Urban Engineering Geophysical Exploration [M]. China Architecture & Building Press. 2017. (In Chinese).
[3]
XUE Y Q, XIE C H. Numerical Simulation of Groundwater. Science Press. 2007. 9. (In Chinese).
[4]
Li G X, Higher Soil Mechanics (Second Edition) [M]. Tsinghua University Press. 2016. (In Chinese).
[5]
CHENG L S. Higher Seepage Mechanics [M]. Petroleum Industry Press, 2011. (In Chinese).
[6]
LI G X. Advanced Soil Mechanics [M]. Tsinghua University Press. 2004. 7 (In Chinese).
[7]
Pan H P, Ma F L, Cai B L et al. Geophysical Logging and Well Logging Geophysical [M]. Science Press. 2009. 4 (6-8).
[8]
Li J M, Luo Y Z, editor. New Progress in Electrical Prospecting [M] Beijing: Geological Publishing House, 1996. 98-101.
[9]
Zhang S Y, Pan Y L. Applied Geophysics [M]. China University of Geosciences Press. 2005. 1 (15-17).
[10]
MAO H J. To study the Heiniudong Deep Orebody Resistivity Profile Method to Determine the Well Logging [J]. Sichuan: Computing Techniques for Geophysical and Geochemical Exploration, 2011, 33 (3), 304-308. (In Chinese).
[11]
Guo X J. New Method and Application of 3-D Resistivity Tomography [J]. Journal of Jilin University (Earth Science Edition), 2005, 35 (1), 118-122. (In Chinese).
[12]
Zhou B., Greenhalgh, S. A., and Hansruedi, M., 2.5-D Frequency-domain Seismic Wave Modelling in Heterogeneous, Anisotropic Media Using a Gaussian Quadrature Grid Technique [J]. Computer and Geosciences 2012, 39, 18-33. (In Australia).
[13]
Tian G, Liu J H, Zeng SFA. Course of Environmental Geophysics [M]. Beijing: Geological Publishing House, 2005. (In Chinese).
ADDRESS
Science Publishing Group
548 FASHION AVENUE
NEW YORK, NY 10018
U.S.A.
Tel: (001)347-688-8931