Technical Papers
Oct 25, 2017

Alkali-Activated Phosphorous Slag Performance under Different Curing Conditions: Compressive Strength, Hydration Products, and Microstructure

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 1

Abstract

In this paper, the impact of curing parameters such as precuring time, curing time, and temperature on compressive strength of mortar with phosphorous-slag cement activated with two different compound activators including NaOH+Na2CO3 and Na2CO3+Ca(OH)2, as well as the microstructure morphology of the hardened mortars, are studied. Furthermore, variance analysis is used to evaluate the effectiveness of each curing parameter. The results show that application of such a combined low-temperature and high-temperature curing regime can effectively improve the quality of the transition zone (porosity and bonding of the cement matrix to aggregate), in addition to the development of more polymeric structures (silicates of Q3-structures) in hydration products. These improvements together result in a threefold increase in the compressive strength compared with environmental curing conditions.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 1January 2018

History

Received: Feb 11, 2017
Accepted: Jun 8, 2017
Published online: Oct 25, 2017
Published in print: Jan 1, 2018
Discussion open until: Mar 25, 2018

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Hojjatollah Maghsoodloorad
Doctor of Philosophy, Research Laboratory of Inorganic Chemical Process Technologies, School of Chemical Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.
Hamidreza Khalili
Master of Science, Research Laboratory of Inorganic Chemical Process Technologies, School of Chemical Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.
Ali Allahverdi [email protected]
Professor, Research Laboratory of Inorganic Chemical Process Technologies, School of Chemical Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran; Cement Research Center, Iran Univ. of Science and Technology, Narmak 1684613114, Tehran, Iran (corresponding author). E-mail: [email protected]

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