Abstract
The aim of this study is to develop a time-dependent model for determining the chloride binding capacity of concrete with crystalline material (CM) with different water to binder () ratios, fly ash replacement proportions, curing times, and chloride exposure periods. The effect of CM on chemical and physical binding processes was considered in the development of the model. The model was developed based on the results of experimental analysis conducted by the authors. The values of chloride binding capacity predicted using the model fell within the R-squared values ranged from 0.842 to 0.982, which indicates satisfactory agreement with the experimental results.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors gratefully acknowledge the scholarship provided by Faculty of Engineering, Burapha University for the Ph.D. degree’s study of the first author and would like to acknowledge the research grant from Burapha University (Contract No. 112/2558) and the research supports from the Burapha Construction and Maintenance Technology Research Unit, Faculty of Engineering, Burapha University, and the Center of Excellence in Material Science, Construction and Maintenance Technology, Sirindhorn International Institute of Technology, Thammasat University.
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Published In
Journal of Materials in Civil Engineering
Volume 33 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Mar 21, 2019
Accepted: Jul 29, 2020
Published online: Dec 2, 2020
Published in print: Feb 1, 2021
Discussion open until: May 2, 2021
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