Effect of very fine particles on workability and strength of concrete made with dune sand

By F. Luo, L. He, Z. Pan, Wenhui Duan, Xiao Ling Zhao, F. Collins. 2013

210 citations recorded by the source corpus.

abstract This paper presents the study on the properties of concrete made with dune sand from Australian desert.With constant water–cement ratio of 0.5, dune sand concrete (DSC) and the corresponding referencesamples (concrete made with river sand) were prepared with sand–cement (S/C) ratio ranging from0.91 to 2.28. In comparison to river sand, dune sand possesses a higher amount of very fine particles(VFPs) with grain size smaller than 175 l m. These VFPs are found to modify the properties of concreteby different mechanisms depending on the level of S/C ratio. At low level of S/C ratio (S/C 1.41), excessive VFPs absorb largequantities of water on their surface and lead to the reduction in workability for DSC. As a result, moreair bubbles are introduced during compaction, leading to higher air content in DSC compared to RSC.The air bubbles increase porous space in cement paste and thereby reducing the strength of DSC. 2013 Elsevier Ltd. All rights reserved.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/22680fc58b339df8a240d80e5de8a5099920970d

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