Influence of Curing Conditions on Properties of Normal and High Strength Concrete with and without Pre-Wetted Lightweight Aggregates
Author:
Affiliation:
1. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/15/7/15_300/_pdf
Reference46 articles.
1. 1) ASTM (2004). ASTM C1585-04: Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes, West Conshohocken, PA, USA.
2. 2) Bao, J. and Wang, L. (2017). “Effect of short-term sustained uniaxial loadings on water absorption of concrete.” Journal of Materials in Civil Engineering, 29(3), 04016234.
3. 3) Bentur, A., Igarashi, S. I. and Kovler, K., (2001). “Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates.” Cement and Concrete Research, 31(11), 1587-1591.
4. 4) Bentz, D. P., (2009). “Influence of internal curing using lightweight aggregates on interfacial transition zone percolation and chloride ingress in mortars.” Cement and Concrete Composites, 31(5), 285-289.
5. 5) Bentz, D. and Weiss, W. J., (2011). “Internal curing: a 2010 state-of-the-art review.” US Department of Commerce, National Institute of Standards and Technology.
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