{"title":"Signature frequencies for buried soil anchors","authors":"James F. Wilson","doi":"10.1016/j.csndt.2014.03.001","DOIUrl":null,"url":null,"abstract":"<div><p>Soil anchors with their guy lines are employed in a wide variety of applications. Anchor support for utility poles is the focus of the present study. A nonintrusive measuring system is proposed to monitor the integrity of such guy line ground anchors. The natural longitudinal frequency of the partially buried anchor rod with a terminal buried plate attached can be measured periodically with an accelerometer. An increase in this frequency over time would indicate a possible corrosion-induced loosening of the ground anchor from its buried terminal plate, and the need for anchor replacement. A case study involving an aging and failed utility pole anchor illustrates the need for such frequency monitoring.</p></div>","PeriodicalId":100221,"journal":{"name":"Case Studies in Nondestructive Testing and Evaluation","volume":"1 ","pages":"Pages 1-6"},"PeriodicalIF":0.0000,"publicationDate":"2014-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.csndt.2014.03.001","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Case Studies in Nondestructive Testing and Evaluation","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214657114000033","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Soil anchors with their guy lines are employed in a wide variety of applications. Anchor support for utility poles is the focus of the present study. A nonintrusive measuring system is proposed to monitor the integrity of such guy line ground anchors. The natural longitudinal frequency of the partially buried anchor rod with a terminal buried plate attached can be measured periodically with an accelerometer. An increase in this frequency over time would indicate a possible corrosion-induced loosening of the ground anchor from its buried terminal plate, and the need for anchor replacement. A case study involving an aging and failed utility pole anchor illustrates the need for such frequency monitoring.