Technical Papers
Apr 3, 2015

Influence of Surface Sealers on the Properties of Internally Cured Cement Mortars Containing Saturated Fine Lightweight Aggregate

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 12

Abstract

To date, internal curing (IC) has been widely accepted as a promising way to mitigate the autogenous shrinkage of high-performance concretes (HPCs). While extensive studies have confirmed the benefits of internal curing to HPCs cured under sufficient moisture, the durability implications of early-age drying remain unclear for internally cured cement-based materials. As such, this work investigates the influence of early-age drying on the properties of internally cured cement mortars containing saturated fine lightweight aggregate (LWA). The tests conducted on cement mortars with or without internal curing include: drying shrinkage, moisture loss, compressive strength, splitting tensile strength, water absorption, and gas permeability. Additionally, two surface sealers were individually applied to mortars and evaluated for their effectiveness in reducing the risk of early-age drying. The results reveal that early-age drying significantly offsets the advantages of internal curing of LWA with respect to shrinkage reduction and microstructure densification. In this case, the presence of surface treatments can preserve and enhance the benefits of internal curing of cement mortar. Observations made using a scanning electron microscope suggest that coverage and integrity of the sealer film define its effectiveness in retaining moisture. Further studies on concrete specimens with larger cross sections and with various curing conditions are recommended in order to practically evaluate the effect of early-age drying on internally cured concrete.

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Acknowledgments

This work was financially supported by the China National Science Foundation (51302191), National Basic Research Program of China (2011CB013805), National Key Project of Scientific and Technical Supporting Programs of China (2014BAL03B02). The authors also gratefully acknowledge the support received from Corrosion & Sustainable Infrastructure Laboratory (CSIL) of Western Transportation Institute (WTI), Montana State University, as well as the materials supplied by Utelite Corporation, Transpo Industries, Inc., and Kwik Bond Polymers.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 12December 2015

History

Received: Sep 8, 2014
Accepted: Feb 6, 2015
Published online: Apr 3, 2015
Discussion open until: Sep 3, 2015
Published in print: Dec 1, 2015

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Yudong Dang, Ph.D. [email protected]
Postdoctoral Fellow, Key Laboratory of Advance Civil Engineering Materials of Ministry of Education, Tongji Univ., Cao’an Rd. 4800, Shanghai 201804, China. E-mail: [email protected]
Xianming Shi, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Laboratory for Advanced and Sustainable Cementitious Materials, Washington State Univ., Sloan 101, P.O. Box 642910, Pullman, WA 99164-2910 (corresponding author). E-mail: [email protected]
Stephen Mery [email protected]
Undergraduate Student, Western Transportation Institute, Montana State Univ., P.O. Box 174250, Bozeman, MT 59717. E-mail: [email protected]
Ning Xie, Ph.D. [email protected]
Research Associate, Western Transportation Institute, Montana State Univ., P.O. Box 174250, Bozeman, MT 59717; and School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China. E-mail: [email protected]
Andrew Benson [email protected]
Undergraduate Student, Western Transportation Institute, Montana State Univ., P.O. Box 174250, Bozeman, MT 59717. E-mail: [email protected]
Zhenghong Yang, Ph.D. [email protected]
Professor, Key Laboratory of Advance Civil Engineering Materials of Ministry of Education, Tongji Univ., Caoan Rd. 4800, Shanghai 201804, China. E-mail: [email protected]

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