Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab

This paper focused on the effect of various moisture and chloride content on the direct and reflected waves (DW and RW) of Ground Penetrating Radar (GPR) amplitude ratio of concrete slab. The GPR is used in detecting both corrosion agents of 13 numbers of concrete (water/cement ratio= 0.7) slab samp...

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Published in:Jurnal Teknologi
Main Author: Senin S.F.; Hamid R.
Format: Article
Language:English
Published: Penerbit UTM Press 2015
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929301303&doi=10.11113%2fjt.v74.4542&partnerID=40&md5=244a86bb98c3793cf8fa5681c0b8194b
id 2-s2.0-84929301303
spelling 2-s2.0-84929301303
Senin S.F.; Hamid R.
Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
2015
Jurnal Teknologi
74
3
10.11113/jt.v74.4542
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929301303&doi=10.11113%2fjt.v74.4542&partnerID=40&md5=244a86bb98c3793cf8fa5681c0b8194b
This paper focused on the effect of various moisture and chloride content on the direct and reflected waves (DW and RW) of Ground Penetrating Radar (GPR) amplitude ratio of concrete slab. The GPR is used in detecting both corrosion agents of 13 numbers of concrete (water/cement ratio= 0.7) slab samples. Radar measurement is employed on a fixed point of the samples to measure two signals referred to as the direct and reflected radar waves amplitudes. Simple signal processing on the collected time domain signal plots is executed by MATLAB® software to compute the attenuation of peak-to-peak amplitude of DW and RW which are normalized with respect to the peak-to-peak amplitude of DW recorded in air. From the analysis, strong linear relationships (R2 = 0.82 and 0.96) for water content variation of DW and RW are found. However, a very weak linear relationship with R2 of 0.31 for chloride content variation of DW but a strong linear relationship (R2 = 0.95) for the RW are established. These findings showed that both moisture and chloride content have a measurable influence on both GPR signals, which enable the GPR utitilisation on detecting the amount of both corrosion agents in concrete. The DW and RW amplitude ratio have the potential usage in mapping problematic zone by moisture and chloride contamination in concrete. © 2015 Penerbit UTM Press. All rights reserved.
Penerbit UTM Press
01279696
English
Article
All Open Access; Bronze Open Access
author Senin S.F.; Hamid R.
spellingShingle Senin S.F.; Hamid R.
Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
author_facet Senin S.F.; Hamid R.
author_sort Senin S.F.; Hamid R.
title Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
title_short Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
title_full Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
title_fullStr Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
title_full_unstemmed Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
title_sort Effect of moisture and chloride content on the direct and reflected ground penetrating radar waves amplitude ratio in concrete slab
publishDate 2015
container_title Jurnal Teknologi
container_volume 74
container_issue 3
doi_str_mv 10.11113/jt.v74.4542
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929301303&doi=10.11113%2fjt.v74.4542&partnerID=40&md5=244a86bb98c3793cf8fa5681c0b8194b
description This paper focused on the effect of various moisture and chloride content on the direct and reflected waves (DW and RW) of Ground Penetrating Radar (GPR) amplitude ratio of concrete slab. The GPR is used in detecting both corrosion agents of 13 numbers of concrete (water/cement ratio= 0.7) slab samples. Radar measurement is employed on a fixed point of the samples to measure two signals referred to as the direct and reflected radar waves amplitudes. Simple signal processing on the collected time domain signal plots is executed by MATLAB® software to compute the attenuation of peak-to-peak amplitude of DW and RW which are normalized with respect to the peak-to-peak amplitude of DW recorded in air. From the analysis, strong linear relationships (R2 = 0.82 and 0.96) for water content variation of DW and RW are found. However, a very weak linear relationship with R2 of 0.31 for chloride content variation of DW but a strong linear relationship (R2 = 0.95) for the RW are established. These findings showed that both moisture and chloride content have a measurable influence on both GPR signals, which enable the GPR utitilisation on detecting the amount of both corrosion agents in concrete. The DW and RW amplitude ratio have the potential usage in mapping problematic zone by moisture and chloride contamination in concrete. © 2015 Penerbit UTM Press. All rights reserved.
publisher Penerbit UTM Press
issn 01279696
language English
format Article
accesstype All Open Access; Bronze Open Access
record_format scopus
collection Scopus
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