Application of GPR to map concrete to delineate embedded structural elements and defects

A. P. Annan, S. Cosway, T. DeSouza
{"title":"Application of GPR to map concrete to delineate embedded structural elements and defects","authors":"A. P. Annan, S. Cosway, T. DeSouza","doi":"10.1117/12.462215","DOIUrl":null,"url":null,"abstract":"Concrete inspection is a well-known use of GPR. The advent of modem GPR instruments combined with vastly increasing computing power and rapidly improving software permits more effective use of GPR. The impediment to wider use is now the ease-of-use of GPR technology for the average commercial user. The requirements for concrete inspection are many and varied. The most common is to clear areas prior to cutting and coring for the installation of utilities or renovations. The requirement is a quick means of knowing how to avoid critical elements such as posttension cables or embedded utilities. Structural applications address the integrity of the concrete itself such as the presence of voids/air pockets, chemical alteration, or cracking. Owing to the less well defined and site specific character of such features, GPR applicability is unpredictable and interpretation of results still depends on gaining experience with the specific site conditions. Intrusive investigation must augment GPR findings to draw definitive conclusions. The embedded object class of problems is readily tractable with GPR. In the last year we focused on development of a system which enables non-GPR specialists to image concrete. The system required integration of a GPR sensor with a positioning procedure and on site data processing in a single package. The output is depth slice maps that allow the operator to immediately select cutting and coring locations. Systematic ergonomic procedures to make operation easy for average concrete users represented a major challenge. In this paper we discuss the design considerations and present the final system embodiment. We use a number of data examples from real environments to illustrate the development.","PeriodicalId":256772,"journal":{"name":"International Conference on Ground Penetrating Radar","volume":"195 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2002-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"45","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Conference on Ground Penetrating Radar","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1117/12.462215","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 45

Abstract

Concrete inspection is a well-known use of GPR. The advent of modem GPR instruments combined with vastly increasing computing power and rapidly improving software permits more effective use of GPR. The impediment to wider use is now the ease-of-use of GPR technology for the average commercial user. The requirements for concrete inspection are many and varied. The most common is to clear areas prior to cutting and coring for the installation of utilities or renovations. The requirement is a quick means of knowing how to avoid critical elements such as posttension cables or embedded utilities. Structural applications address the integrity of the concrete itself such as the presence of voids/air pockets, chemical alteration, or cracking. Owing to the less well defined and site specific character of such features, GPR applicability is unpredictable and interpretation of results still depends on gaining experience with the specific site conditions. Intrusive investigation must augment GPR findings to draw definitive conclusions. The embedded object class of problems is readily tractable with GPR. In the last year we focused on development of a system which enables non-GPR specialists to image concrete. The system required integration of a GPR sensor with a positioning procedure and on site data processing in a single package. The output is depth slice maps that allow the operator to immediately select cutting and coring locations. Systematic ergonomic procedures to make operation easy for average concrete users represented a major challenge. In this paper we discuss the design considerations and present the final system embodiment. We use a number of data examples from real environments to illustrate the development.
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
应用探地雷达绘制混凝土图以描绘嵌入的结构单元和缺陷
混凝土检测是探地雷达的一个众所周知的用途。现代探地雷达仪器的出现,加上大大增加的计算能力和迅速改进的软件,使探地雷达能够更有效地使用。目前阻碍更广泛使用的障碍是普通商业用户使用探地雷达技术的方便性。对混凝土检验的要求是多种多样的。最常见的是在为安装公用设施或装修进行切割和取芯之前清理区域。该要求是了解如何避免关键元件,如后张电缆或嵌入式公用事业的快速手段。结构应用解决混凝土本身的完整性,如空洞/气穴的存在,化学变化,或开裂。由于这些地物的定义不太明确和具体地点的特点,探地雷达的适用性是不可预测的,对结果的解释仍然取决于对具体地点条件的经验。侵入式调查必须加强探地雷达的发现,以得出明确的结论。嵌入式目标类问题很容易用探地雷达处理。去年,我们专注于开发一种系统,使非探地雷达专家能够对混凝土进行成像。该系统需要将GPR传感器与定位程序和现场数据处理集成在一个单一的包中。输出的是深度切片图,允许操作人员立即选择切割和取心位置。系统的人体工程学程序使普通混凝土用户易于操作是一个主要挑战。在本文中,我们讨论了设计注意事项,并给出了最终的系统实现。我们使用来自真实环境的大量数据示例来说明开发过程。
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
自引率
0.00%
发文量
0
期刊最新文献
Characterization of a tropical ice body on Iztaccihuatl volcano, Mexico Neural network target identifier based on statistical features of GPR signals 3D estimation of target positions with borehole radar using e-field sensor array Advanced processing of cross-hole radar-tomographic data: inversion of partial data sets and error analysis Polarimetric model for a stepped-frequency continuous-wave ground-penetrating radar
×
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:481959085
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