Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete

Abstract Proper curing of concrete is essential for achieving desirable mechanical properties. However, in a developing country like Bangladesh, curing is often neglected due to lack of proper knowledge and skill of local contractors. Consequently, general concreting work of the country has been fou...

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Main Authors: Shohana Iffat, Tanvir Manzur, Sayedur Rahman, Munaz Ahmed Noor, Nur Yazdani
Format: Article
Language:English
Published: SpringerOpen 2017-09-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1007/s40069-017-0196-5
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spelling doaj-4e78590e085d49f4a75df8e97a7a366e2020-11-24T22:01:42ZengSpringerOpenInternational Journal of Concrete Structures and Materials1976-04852234-13152017-09-0111351352410.1007/s40069-017-0196-5Optimum Proportion of Masonry Chip Aggregate for Internally Cured ConcreteShohana Iffat0Tanvir Manzur1Sayedur Rahman2Munaz Ahmed Noor3Nur Yazdani4Department of Civil Engineering, Bangladesh University of Engineering & TechnologyDepartment of Civil Engineering, Bangladesh University of Engineering & TechnologyDepartment of Civil Engineering, Bangladesh University of Engineering & TechnologyDepartment of Civil Engineering, Bangladesh University of Engineering & TechnologyDepartment of Civil Engineering, University of Texas at ArlingtonAbstract Proper curing of concrete is essential for achieving desirable mechanical properties. However, in a developing country like Bangladesh, curing is often neglected due to lack of proper knowledge and skill of local contractors. Consequently, general concreting work of the country has been found to have both strength and durability issues. Under such scenario, internal curing could be adopted using masonry chip aggregate (MCA) which is quite common in this region. It is observed that saturated MCA desorbs water under favorable relative humidity and temperature. This paper presents the effectiveness of MCA as internal curing medium and recommends a tentative optimum mix proportion to produce such concrete. The experimental study was conducted in two phases. It was found that 20% replacement of stone chips with MCA produced better performing internally cured concrete both in terms of strength and durability. Performance of internally cured concrete with recommended proportion of MCA is comparable to that of normally cured control concrete samples with conventional stone chips. In addition, internally cured concrete performed significantly better than control samples when kept under similar adverse curing conditions. In the absence of supply of external water for curing, compressive strength of internally cured concrete for 20% replacement can be as high as 1.5 times the strength of the control concrete samples. Significant better performance in permeability than that of control samples was also observed for this percent replacement under such adverse curing conditions.http://link.springer.com/article/10.1007/s40069-017-0196-5internal curinglightweight aggregatetemperaturehumiditydesorptionstrength
collection DOAJ
language English
format Article
sources DOAJ
author Shohana Iffat
Tanvir Manzur
Sayedur Rahman
Munaz Ahmed Noor
Nur Yazdani
spellingShingle Shohana Iffat
Tanvir Manzur
Sayedur Rahman
Munaz Ahmed Noor
Nur Yazdani
Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
International Journal of Concrete Structures and Materials
internal curing
lightweight aggregate
temperature
humidity
desorption
strength
author_facet Shohana Iffat
Tanvir Manzur
Sayedur Rahman
Munaz Ahmed Noor
Nur Yazdani
author_sort Shohana Iffat
title Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
title_short Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
title_full Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
title_fullStr Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
title_full_unstemmed Optimum Proportion of Masonry Chip Aggregate for Internally Cured Concrete
title_sort optimum proportion of masonry chip aggregate for internally cured concrete
publisher SpringerOpen
series International Journal of Concrete Structures and Materials
issn 1976-0485
2234-1315
publishDate 2017-09-01
description Abstract Proper curing of concrete is essential for achieving desirable mechanical properties. However, in a developing country like Bangladesh, curing is often neglected due to lack of proper knowledge and skill of local contractors. Consequently, general concreting work of the country has been found to have both strength and durability issues. Under such scenario, internal curing could be adopted using masonry chip aggregate (MCA) which is quite common in this region. It is observed that saturated MCA desorbs water under favorable relative humidity and temperature. This paper presents the effectiveness of MCA as internal curing medium and recommends a tentative optimum mix proportion to produce such concrete. The experimental study was conducted in two phases. It was found that 20% replacement of stone chips with MCA produced better performing internally cured concrete both in terms of strength and durability. Performance of internally cured concrete with recommended proportion of MCA is comparable to that of normally cured control concrete samples with conventional stone chips. In addition, internally cured concrete performed significantly better than control samples when kept under similar adverse curing conditions. In the absence of supply of external water for curing, compressive strength of internally cured concrete for 20% replacement can be as high as 1.5 times the strength of the control concrete samples. Significant better performance in permeability than that of control samples was also observed for this percent replacement under such adverse curing conditions.
topic internal curing
lightweight aggregate
temperature
humidity
desorption
strength
url http://link.springer.com/article/10.1007/s40069-017-0196-5
work_keys_str_mv AT shohanaiffat optimumproportionofmasonrychipaggregateforinternallycuredconcrete
AT tanvirmanzur optimumproportionofmasonrychipaggregateforinternallycuredconcrete
AT sayedurrahman optimumproportionofmasonrychipaggregateforinternallycuredconcrete
AT munazahmednoor optimumproportionofmasonrychipaggregateforinternallycuredconcrete
AT nuryazdani optimumproportionofmasonrychipaggregateforinternallycuredconcrete
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