In situ inspection of ultra durable concrete using electrical resistivity technique

In today’s rapid construction, a reliable method for quick evaluation of concrete quality during construction is very important. The compressive strength of concrete has been used to evaluate the mechanical properties of concrete; however compressive strength may not represent the durability of conc...

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Main Authors: Lim, Darren Tze Yang, Sabet Divsholi Bahador, Teng, Susanto
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/95613
http://hdl.handle.net/10220/10717
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-956132020-03-07T11:43:42Z In situ inspection of ultra durable concrete using electrical resistivity technique Lim, Darren Tze Yang Sabet Divsholi Bahador Teng, Susanto School of Civil and Environmental Engineering In today’s rapid construction, a reliable method for quick evaluation of concrete quality during construction is very important. The compressive strength of concrete has been used to evaluate the mechanical properties of concrete; however compressive strength may not represent the durability of concrete. Rapid Chloride Migration Test (RCMT) and electrical resistivity can be used to evaluate the durability of concrete. Obtaining the coefficient of chloride diffusivity from RCMT usually requires a testing duration of 24 hours or less for normal strength concrete. With the inclusion of supplementary cementitious materials and lower water/cementitious ratio to achieve a higher strength and more durable concrete, testing of the concrete becomes an elaborate affair which might takes at least four to five days of testing. Electrical resistivity technique has been used to evaluate the quality of normal strength concrete. However the suggested classification of concrete quality is not applicable to ultra durable concrete. In this work, the effectiveness of using the concrete resistivity test results from electrical resistivity technique is studied. With the use of direct and four points Wenner probe methods, the concrete resistivity results were obtained and compared with the coefficient of chloride diffusivity from RCMT. Six mixes of three different grades with the inclusion of 30% granulated ground blast-furnace slag and 10% undensified silica fume were designed and tested; and high correlation coefficients (>0.94) for all the mixes were achieved. This represents the effectiveness of using the electrical resistivity technique to carry out fast and accurate in-situ test to determine the quality of the ultra durable concrete. 2013-06-26T06:42:56Z 2019-12-06T19:18:15Z 2013-06-26T06:42:56Z 2019-12-06T19:18:15Z 2012 2012 Journal Article Lim, D. T. Y., Sabet Divsholi, B., & Teng, S. (2012). In Situ Inspection of Ultra Durable Concrete Using Electrical Resistivity Technique. Advanced Materials Research, 368-373, 1989-1992. 1662-8985 https://hdl.handle.net/10356/95613 http://hdl.handle.net/10220/10717 10.4028/www.scientific.net/AMR.368-373.1989 en Advanced materials research © 2012 Trans Tech Publications, Switzerland.
institution Nanyang Technological University
building NTU Library
country Singapore
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language English
description In today’s rapid construction, a reliable method for quick evaluation of concrete quality during construction is very important. The compressive strength of concrete has been used to evaluate the mechanical properties of concrete; however compressive strength may not represent the durability of concrete. Rapid Chloride Migration Test (RCMT) and electrical resistivity can be used to evaluate the durability of concrete. Obtaining the coefficient of chloride diffusivity from RCMT usually requires a testing duration of 24 hours or less for normal strength concrete. With the inclusion of supplementary cementitious materials and lower water/cementitious ratio to achieve a higher strength and more durable concrete, testing of the concrete becomes an elaborate affair which might takes at least four to five days of testing. Electrical resistivity technique has been used to evaluate the quality of normal strength concrete. However the suggested classification of concrete quality is not applicable to ultra durable concrete. In this work, the effectiveness of using the concrete resistivity test results from electrical resistivity technique is studied. With the use of direct and four points Wenner probe methods, the concrete resistivity results were obtained and compared with the coefficient of chloride diffusivity from RCMT. Six mixes of three different grades with the inclusion of 30% granulated ground blast-furnace slag and 10% undensified silica fume were designed and tested; and high correlation coefficients (>0.94) for all the mixes were achieved. This represents the effectiveness of using the electrical resistivity technique to carry out fast and accurate in-situ test to determine the quality of the ultra durable concrete.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Lim, Darren Tze Yang
Sabet Divsholi Bahador
Teng, Susanto
format Article
author Lim, Darren Tze Yang
Sabet Divsholi Bahador
Teng, Susanto
spellingShingle Lim, Darren Tze Yang
Sabet Divsholi Bahador
Teng, Susanto
In situ inspection of ultra durable concrete using electrical resistivity technique
author_sort Lim, Darren Tze Yang
title In situ inspection of ultra durable concrete using electrical resistivity technique
title_short In situ inspection of ultra durable concrete using electrical resistivity technique
title_full In situ inspection of ultra durable concrete using electrical resistivity technique
title_fullStr In situ inspection of ultra durable concrete using electrical resistivity technique
title_full_unstemmed In situ inspection of ultra durable concrete using electrical resistivity technique
title_sort in situ inspection of ultra durable concrete using electrical resistivity technique
publishDate 2013
url https://hdl.handle.net/10356/95613
http://hdl.handle.net/10220/10717
_version_ 1681045091664265216