Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 47, Issue -, Pages 1106-1116Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2013.05.110
Keywords
Chloride; Self-Compacting Concrete; Probabilistic analysis; Corrosion initiation; Diffusion; Fly ash; Ground Granulated Blastfurnace Slag; Service life
Categories
Funding
- Irish National Roads Authority
- Irish Research Council for Science Engineering and Technology
- DURATINET Project
Ask authors/readers for more resources
This paper utilises the results of natural chloride migration testing, and probabilistic deterioration modelling, to compare the predicted time to initiation of corrosion of five Self-Compacting Concrete (SCC) options. The experimental results are utilised as statistical input parameters in a probabilistic deterioration model, facilitating the robust evaluation of marine durability performance with uncertainty incorporated. The effects of the accelerated test conditions on relative performance are also explored herein through utilisation of an exposure level calibration factor developed from marine bridge data collected in 2007. The SCC mix with Ground Granulated Blastfurnace Slag was found to perform best throughout the analysis. (C) 2013 Elsevier Ltd. All rights reserved.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available