Effect of Coarse Aggregate Characteristics on Drying Shrinkage of Concrete

Salih Al-Attar, Tareq

doi:10.30684/etj.26.2.4

	Effect of Coarse Aggregate Characteristics on Drying Shrinkage of Concrete
Engineering and Technology Journal
Article 1, Volume 26, Issue 2, 2008, Pages 146-153 PDF (199.35 K)
DOI: 10.30684/etj.26.2.4
Author
Tareq Salih Al-Attar
Abstract
Concrete is a composite material, consisting, mainly, of three phases: coarse aggregate, cement mortar, and the interface zone between them. The characteristics of the interface zone largely govern the bond between cement paste or mortar and aggregate. The restraining effect of aggregate to drying shrinkage strain depends much on the bond between aggregate and cement paste. In this paper, it is aimed to investigate the effect of coarse aggregate characteristics, that affect bond strength, such as; type, shape, surface texture, and moisture content, on drying shrinkage. Four types of coarse aggregate were used. Three of them were normal-weight, while the fourth was a light-weight one. Each type of coarse aggregate was used in two moisture conditions, dry and saturated. The testing program extended to 150-days age and comprised; length change, modulus of elasticity, compressive and splitting tensile strength of concrete. It is concluded that using saturated coarse aggregate always yields higher shrinkage strain than dry aggregate. The percentage increase seems to be affected by the aggregate water absorption. At early ages, After 28 days, there is large differences in relative shrinkage for different mixes. Later than 28 days, the variation in ratios settled to approximately fixed values
Keywords
Coarse Aggregate; Compressive Strength; Drying shrinkage; Interface zone; Limestone; Modulus of elasticity; Porcilinite; splitting tensile strength; Surface texture

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