Low Carbon Concrete Prepared with Scattering-Filling Coarse Aggregate Process

19Citations
Citations of this article
13Readers
Mendeley users who have this article in their library.

This article is free to access.

Abstract

The volume fraction of the coarse aggregate in the conventional plastic concrete is controlled relatively low to ensure a required workability. In this paper, a new type of coarse aggregate interlocking concrete with strength ranging from C30 to C80 was prepared with scattering-filling aggregate process. The strength of concrete prepared with this method increases obviously whereas the shrinkage decreases significantly, the cement dosage in the concrete decreased 20 % at the same time. The micro-hardness of the ITZ between the cement paste and scattering-filling aggregate is higher than that of the original aggregate, the ITZ become narrower and tighter also. The interlocking and more even distribution of the coarse aggregate and the water absorption of the addition of extra amount of coarse aggregates contribute to the strength and performance improvement of the concrete prepared with scattering-filling aggregate process. © 2014 The Author(s).

Cite

CITATION STYLE

APA

Shen, W., Zhang, C., Li, X., Shi, H., Wang, G., & Tian, X. (2014). Low Carbon Concrete Prepared with Scattering-Filling Coarse Aggregate Process. International Journal of Concrete Structures and Materials, 8(4), 309–313. https://doi.org/10.1007/s40069-014-0080-5

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free