Journal
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
Volume 33, Issue 2, Pages -Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0003587
Keywords
Chloride binding capacity; Crystalline material; Fly ash; Concrete
Categories
Funding
- Faculty of Engineering, Burapha University
- Burapha University [112/2558]
- Burapha Construction and Maintenance Technology Research Unit, Faculty of Engineering, Burapha University
- Center of Excellence in Material Science, Construction and Maintenance Technology, Sirindhorn International Institute of Technology, Thammasat University
Ask authors/readers for more resources
The study aimed to develop a time-dependent model for determining the chloride binding capacity of concrete with crystalline material under different conditions. The model, based on experimental analysis, showed satisfactory agreement with the predicted values falling within the R-squared values ranged from 0.842 to 0.982.
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 (w/b) 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. (C) 2020 American Society of Civil Engineers.
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
Share Paper
