Effectiveness of shrinkage-reducing admixtures on Portland pozzolan cement concrete
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Date
2005
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CONSEJO SUPERIOR INVESTIGACIONES CIENTIFICAS-CSIC
Abstract
Drying shrinkage causes tensile stress in restrained concrete members. Since all structural elements are subject to some degree of restraint, (trying shrinkage is regarded to be one of the main causes of concrete cracking.
The purpose of the present study was to evaluate the effectiveness of SRA in reducing drying shrinkage strain in Portland pozzolan cement concrete. The major variables examined included slump, admixture type and dose, and specimen size. The measured results indicate that any of the admixtures used in the study significantly reduced shrinkage. Concrete manufactured with shrinkage reducing admixtures shrank an average of 43% less than concrete without admixtures. As a ride, the higher the dose of admixture, the higher was its shrinkage reduction performance.
The experimental results were compared to the shrinkage strain estimated with the ACI 209, CEB MC 90, B3, GL 2000, Sakata 1993 and Sakata 2001 models. Although none of these models was observed to accurately describe the behaviour of Portland pozzolan cement concrete with shrinkage reducing admixtures the Sakata 2001 model, with a weighted coefficient of variation of under 30%, may be regarded to be roughly adeqnate.
The purpose of the present study was to evaluate the effectiveness of SRA in reducing drying shrinkage strain in Portland pozzolan cement concrete. The major variables examined included slump, admixture type and dose, and specimen size. The measured results indicate that any of the admixtures used in the study significantly reduced shrinkage. Concrete manufactured with shrinkage reducing admixtures shrank an average of 43% less than concrete without admixtures. As a ride, the higher the dose of admixture, the higher was its shrinkage reduction performance.
The experimental results were compared to the shrinkage strain estimated with the ACI 209, CEB MC 90, B3, GL 2000, Sakata 1993 and Sakata 2001 models. Although none of these models was observed to accurately describe the behaviour of Portland pozzolan cement concrete with shrinkage reducing admixtures the Sakata 2001 model, with a weighted coefficient of variation of under 30%, may be regarded to be roughly adeqnate.
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Keywords
shrinkage, bended cement, pozzolan, organic admixture, modelization