Exploring karst caves in an urban area using surface and borehole geophysical methods

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-04-02 DOI:10.1007/s10064-025-04226-x
Xiangtai Liu, Hai Liu, Xu Meng, Caide Lin, Yao Wang, Hesong Hu, Yanliang Du
{"title":"Exploring karst caves in an urban area using surface and borehole geophysical methods","authors":"Xiangtai Liu,&nbsp;Hai Liu,&nbsp;Xu Meng,&nbsp;Caide Lin,&nbsp;Yao Wang,&nbsp;Hesong Hu,&nbsp;Yanliang Du","doi":"10.1007/s10064-025-04226-x","DOIUrl":null,"url":null,"abstract":"<div><p>Karst-related geological disasters pose great threats to public safety. Geophysical methods for detecting geological hazards, such as electrical resistivity tomography (ERT), seismic tomography, ground penetrating radar (GPR), and borehole radar methods, have flourished in the past decades. However, the application of a single method among them has limitations in terms of probing depth, imaging resolution, and data interpretability. Therefore, to enhance detection accuracy and improve imaging resolution, selecting and combining multiple geophysical methods is indispensable before conducting a survey in a karst-affected area. In this paper, the location, boundary, and infill of a karst cave in an urban area are explored using surface and borehole geophysical methods. The experimental results demonstrate that ERT is appropriate for roughly detecting the location of the karst. The results indicate the presence of a U-shaped low-resistivity anomaly corresponds to a karst cave filled with water-bearing sand. Accordingly, locations of boreholes are determined. To further characterize the boundary and infill of a karst cave, cross-hole computer tomography (CT) of radar and seismic method is employed. The results show that the cross-hole radar CT yields superior results over the cross-hole seismic CT in characterizing a shallow soil layer and delineating the karst cave boundary. The geology of the test area is characterized by combining these geophysical findings and the drilling results. These findings provide useful information for planning underground engineering projects in urban areas.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 4","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04226-x","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0

Abstract

Karst-related geological disasters pose great threats to public safety. Geophysical methods for detecting geological hazards, such as electrical resistivity tomography (ERT), seismic tomography, ground penetrating radar (GPR), and borehole radar methods, have flourished in the past decades. However, the application of a single method among them has limitations in terms of probing depth, imaging resolution, and data interpretability. Therefore, to enhance detection accuracy and improve imaging resolution, selecting and combining multiple geophysical methods is indispensable before conducting a survey in a karst-affected area. In this paper, the location, boundary, and infill of a karst cave in an urban area are explored using surface and borehole geophysical methods. The experimental results demonstrate that ERT is appropriate for roughly detecting the location of the karst. The results indicate the presence of a U-shaped low-resistivity anomaly corresponds to a karst cave filled with water-bearing sand. Accordingly, locations of boreholes are determined. To further characterize the boundary and infill of a karst cave, cross-hole computer tomography (CT) of radar and seismic method is employed. The results show that the cross-hole radar CT yields superior results over the cross-hole seismic CT in characterizing a shallow soil layer and delineating the karst cave boundary. The geology of the test area is characterized by combining these geophysical findings and the drilling results. These findings provide useful information for planning underground engineering projects in urban areas.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
利用地面和钻孔地球物理方法对城市地区的喀斯特溶洞进行勘探
岩溶地质灾害对公共安全构成重大威胁。探测地质灾害的地球物理方法,如电阻率层析成像(ERT)、地震层析成像、探地雷达(GPR)和钻孔雷达方法,在过去几十年中蓬勃发展。然而,其中单一方法的应用在探测深度、成像分辨率和数据可解释性方面存在局限性。因此,为提高探测精度,提高成像分辨率,在岩溶区开展地质调查前,必须选择并结合多种物探方法。本文采用地表和钻孔地球物理方法,对某城市岩溶溶洞的位置、边界和填筑进行了探讨。实验结果表明,ERT算法适用于岩溶的粗略定位。结果表明,u型低阻异常对应于充水砂溶洞。据此确定钻孔位置。为了进一步表征溶洞的边界和充填,采用了雷达与地震相结合的跨孔计算机断层扫描(CT)方法。结果表明,在表征浅层土层和圈定溶洞边界方面,雷达CT优于地震CT。将这些物探结果与钻探结果相结合,确定了试验区的地质特征。研究结果为城市地下工程规划提供了参考。
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 去求助
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
期刊最新文献
Study on uniaxial compression characteristics and constitutive model of carbonaceous mudstone soil-rock mixture with rock block proportion and dry-wet cycle Monitoring and characteristics of formation and failure of a recurrent landslide dam: A case study of the Danan River landslide dam in Taitung, Taiwan Petrographic, physical and mechanical properties of serpentinite varieties from Ljeskovac locality, Croatia Effect of over-consolidation on damage softening behavior of expansive soil: an experimental and modeling study Estimation of soil suction from field measured water content
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1