Ground penetrating radar inspection of a large concrete spillway: A case-study using SFCW GPR at a hydroelectric dam

Hydroelectric dams are subject to aging and degradation. The concrete structure under investigation here had visible signs of spalling, cracking, and erosion, but it was unclear how damaged the spillway was below the surface. The asset owners wanted to identify delamination and voids 60 cm or larger...

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Bibliographic Details
Published inCase Studies in Construction Materials Vol. 16; p. e00975
Main Authors Bigman, Daniel P., Day, Dominic J.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.06.2022
Elsevier
Subjects
Online AccessGet full text
ISSN2214-5095
2214-5095
DOI10.1016/j.cscm.2022.e00975

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