Foundation Pit Leakage Detection Method Based on Electrical Resistivity Imaging Technology

Cai Kejian, Yin Yabin, Liaozhi, Ding Yueshuang, Wu Yuhao
{"title":"Foundation Pit Leakage Detection Method Based on Electrical Resistivity Imaging Technology","authors":"Cai Kejian, Yin Yabin, Liaozhi, Ding Yueshuang, Wu Yuhao","doi":"10.11648/J.EARTH.20180704.11","DOIUrl":null,"url":null,"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.","PeriodicalId":350455,"journal":{"name":"Eearth","volume":"2018 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Eearth","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11648/J.EARTH.20180704.11","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

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.
基于电阻率成像技术的基坑漏电检测方法
随着城市建设的不断发展和地下工程的发展,规模越来越大,各种超大型深基坑不断出现,特别是在软土和地下水位高的地区。由于基坑工程的渗漏问题,事故时有发生。基坑渗漏是施工防水帷幕常见的施工缺陷,因此,有必要提前检测基坑支护系统的渗漏情况,以便对渗漏区域进行及时处理和预防。在基坑工程中,常采用观察基坑内外水位变化来推断基坑渗漏的近似面积。因此,利用地球物理方法进行基坑渗漏检测研究已成为解决基坑渗漏问题的突破口。本文讨论了基坑系统存在渗漏时,基坑线周围地下水流量的变化,如渗水聚集,区域渗水阻力较大,导致基坑周围渗水区电阻率较低。基于电阻率成像技术,提出了通过探测基坑周围土体在降水前后的电阻率变化来探测基坑渗漏的方法。通过两个工程实例表明,该方法能够对基坑渗漏的三维位置进行检测,检测结果客观、准确。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信