Effects of Curing Method on Properties and Salt-Scaling Resistance of Concrete under Lab Testing
Author:
Affiliation:
1. Graduate Student, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3.
2. Professor, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003297
Reference28 articles.
1. Afrani I. and C. A. Rogers. 1993. The effect of different cementing materials and curing regimes on the scaling resistance of concrete . ON Canada: Ontario Ministry of Transportation Engineering Materials Office.
2. Salt scaling resistance – The effect of curing and pre-saturation
3. Influence of curing and drying on salt scaling resistance of fly ash concrete;Bilodeau A.;ACI Symp. Publ.,1991
4. Bilodeau A. and V. M. Malhotra. 1997. “Deicing salt scaling resistance of concrete incorporating supplementary cementing materials: CANMET research.” In RILEM Proc. 30. Freeze-Thaw Durability of Concrete 140–182. New York: E & FN Spon.
5. Effect of curing methods and conditions on the performance of fly ash concrete in de-king salt scaling;Bilodeau A.;ACI Symp. Publ.,1998
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