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The Experience of Cuba TRC on the Survey of Kaolinitic Clay Deposits as Source of SCMs—Main Outcomes and Learned Lessons Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Comparison of Strength Activity of Limestone-Calcined Clay and Class F Fly Ash

Authors : Dhanada K. Mishra, Jing Yu, Christopher K. Y. Leung

Published in: Calcined Clays for Sustainable Concrete

Publisher: Springer Singapore

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Abstract

This study aims to investigate the pozzolanic strength activity of three kinds of supplementary cementitious materials (SCMs)—a limestone-calcined clay from India and class F fly ashes from China as well as India. Using the ASTM C311 strength activity index test method, the effect of the different pozzolan replacement levels of cement (0, 20, 50 and 80%, by weight) was investigated. Compressive strength at 3, 7, 14, 28 and 90 days under standard curing was recorded. It was observed that the effectiveness of the pozzolan in mortars depends on particle size distribution, glassy or amorphous nature, surface area and replacement level. The results in this study provide insights into the mix design and applications of high-volume pozzolanic cementitious materials that promote solid waste recycling in construction industry.

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previous chapter Study on the Efficacy of Natural Pozzolans in Cement Mortar
next chapter Limestone Calcined Clay as Potential Supplementary Cementitious Material—An Experimental Study
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Metadata
Title
Comparison of Strength Activity of Limestone-Calcined Clay and Class F Fly Ash
Authors
Dhanada K. Mishra
Jing Yu
Christopher K. Y. Leung
Copyright Year
2020
Publisher
Springer Singapore
Book
Calcined Clays for Sustainable Concrete

Print ISBN: 978-981-15-2805-7

Electronic ISBN: 978-981-15-2806-4

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-2806-4_55