Influence of Curing Conditions on Properties of Normal and High Strength Concrete with and without Pre-Wetted Lightweight Aggregates-Reference-Cited by-同舟云学术

Influence of Curing Conditions on Properties of Normal and High Strength Concrete with and without Pre-Wetted Lightweight Aggregates

Published:2017-07-12 Issue:7 Volume:15 Page:300-313
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Wang Licheng¹,Bao Jiuwen¹,Cheng Baojuan¹

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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