The Effect of Water-to-Cement Ratio and Curing on Material Properties of Mortar Specimens in Stray Current Conditions-Reference-Cited by-同舟云学术

The Effect of Water-to-Cement Ratio and Curing on Material Properties of Mortar Specimens in Stray Current Conditions

Published:2017-10-31 Issue:10 Volume:15 Page:627-643
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Susanto Agus¹,Koleva Dessi A.²,Breugel Klaas van¹

Affiliation:

1. Faculty of Civil Engineering and Geosciences, Materials and Environment, Delft University of Technology, Delft, The Netherlands.

2. Delft University of Technology, Faculty of Civil Engineering and Geosciences, Materials and Environment, Delft, The Netherlands.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/15/10/15_627/_pdf

Reference41 articles.

1. 1) ACI Committee, (1982). “Hot weather concreting.” ACI 305R-77, ACI, Detroit, Mich.

2. 2) ACI Committee, (1981). “Standard practice for curing concrete.” ACI 308-81, ACI, Detroit, Mich.

3. 3) Al-Ani, S. H., Mokdad, A. and Al Zaiwary, K., (1988). “The effect of curing delay on concrete in hot weather.” Materials and Structures, 21(3), 205-212.

4. 4) Andrade, C., Alonso, C., Arteaga, A. and Tanner, P., (2000). “Methodology based on the electrical resistivity for calculation of reinforcement service life.” Fifth CANMET/ACI International Conference, 899-915.

5. 5) Andrade, C., Castellote, M. and d’Andrea, R., (2011). “Chloride aging factor of concrete measured by means of resistivity.” Proceedings of the XII-international conference on durability of building materials and components, Porto, Portugal.

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