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contributor authorE. K. Kunhanandan Nambiar
contributor authorK. Ramamurthy
date accessioned2017-05-08T21:18:34Z
date available2017-05-08T21:18:34Z
date copyrightNovember 2009
date issued2009
identifier other%28asce%290899-1561%282009%2921%3A11%28631%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46485
description abstractIn the absence of coarse aggregate, the relative influence of factors affecting the shrinkage of foam concrete are likely to be different as compared to normal concrete. This paper presents the shrinkage behavior of preformed foam concrete for the influences of basic parameters, viz, density, moisture content, composition like filler-cement ratio, levels of replacement of sand with fly ash, and foam volume. Shrinkage of foam concrete is lower than the corresponding base mix. For a foam concrete with 50% foam volume, the shrinkage was observed to be about 36% lower than that of a base mix. The shrinkage of foam concrete is a function of foam volume and thus indirectly related to the amount and properties of shrinkable paste. Shrinkage increases greatly in the range of low moisture content. Even though removal of water from comparatively bigger artificial air pores will not contribute to shrinkage, artificial air voids may have, to some extent, an effect on volume stability indirectly by allowing some shrinkage; this effect was more at a higher foam volume.
publisherAmerican Society of Civil Engineers
titleShrinkage Behavior of Foam Concrete
typeJournal Paper
journal volume21
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2009)21:11(631)
treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 011
contenttypeFulltext


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