Technical Notes
Nov 20, 2012

Standardized Testing for Determining the Durability of High-Volume Fly Ash Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 1

Abstract

Fly ash is becoming increasing used in concrete structures for enhanced durability. This research investigated two types of fly ash in conjunction with four cements. The cements were both high and low alkali, with and without blended silica fume. Mortar and concrete mixtures were prepared containing from 0 to 80% fly ash replacement. Standardized tests were performed for compressive strength, as well as sulfate, chloride, and alkali resistance. High replacement levels performed relatively well in sulfate and alkali resistance, but poorly in regards to compressive strength and chloride resistance. From a durability perspective, 40% fly ash replacement was found to have the best overall performance from these mixtures. Standardized test methods are comparative by nature, and as such cannot replicate the complexity of concrete mixtures and their exposure conditions; higher replacements have been successfully used in practice.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 1January 2014
Pages: 206 - 210

History

Received: Jul 19, 2012
Accepted: Nov 16, 2012
Published online: Nov 20, 2012
Discussion open until: Apr 20, 2013
Published in print: Jan 1, 2014

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Authors

Affiliations

Michelle R. Nokken [email protected]
Associate Professor, Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Canada H3G 1M8 (corresponding author). E-mail: [email protected]
Tarek Salloum
Graduate Student, Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Canada H3G 1M8.
Allen Idle
Graduate Student, Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Canada H3G 1M8.
Luis A. Martinez Ramos
Undergraduate Student, Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Canada H3G 1M8.

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