Internal curing of mortars by lightweight aggregates and its effects on hydration

Author:

Akcay Burcu12,Tasdemir Mehmet Ali12

Affiliation:

1. Department of Civil Engineering, University of Kocaeli, Izmit 41040, Kocaeli, Turkey.

2. Civil Engineering Faculty, Istanbul Technical University, Maslak 34469, Istanbul, Turkey.

Abstract

This study investigates the effects of lightweight aggregates (LWAs) on heat and degree of hydration in high-strength cementitious materials, in which natural pumice LWAs were used as water reservoirs to provide internal curing for mitigating autogenous deformation. Normal aggregates were substituted by LWAs at three different volume fractions, such as 8%, 16%, and 24% of total volume of mortars. The results show that as the amount of LWAs increased, the autogenous deformation significantly decreased, while the heat of hydration increased slightly. The cement particles can easily find water released from LWAs and consequently, the degree of hydration increased due to internal curing. The addition of LWAs caused a delay in the time to approximately reach the asymptotic value of the nonevaporable water content.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference38 articles.

1. Optimisation of using lightweight aggregates in mitigating autogenous deformation of concrete

2. Akcay, B., Pekmezci, B.Y., and Tasdemir, M.A. 2005. Utilization of artificial lightweight aggregates in hardened cement paste for internal water curing. In Keep Concrete Attractive, Budapest, 23–25 May 2005. Edited by G.L. Balazs and A. Borosnyoi. pp. 374–380.

3. Autogenous deformations of cement pastes

4. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates

5. Protected paste volume in concrete

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