ABSTRACT

The incorporation of supplementary cementitious materials (SCMs) in concrete can lower the carbon footprint and improve the durability performance. This research focused on studying the effects of different SCMs such as class F fly ash (FA), reclaimed fly ash (RFA), and ground bottom ash (GBA) on the long-term durability properties of concrete containing 10%, 20%, and 30% replacement levels. Long-term durability properties of concrete, including drying shrinkage and alkali-silica reactivity (ASR), were determined along with the workability (slump) and compressive strength. Experimental results showed that FA and RFA-modified concrete exhibited higher workability than GBA-modified concrete. However, GBA-modified concrete achieved the highest compressive strength at the 30% replacement level. Concrete modified by each SCM demonstrated lower drying shrinkage and ASR expansion than conventional concrete. Considering the overall performance of concrete (drying shrinkage, ASR, workability, and compressive strength), a 20% replacement level of all SCMs would be optimum content.

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Go to Tran-SET 2022
Tran-SET 2022
Pages: 77 - 84

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Published online: Dec 13, 2022

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Abu Sayed Mohammad Akid, S.M.ASCE [email protected]
1Graduate Student, College of Engineering and Computer Science, Arkansas State Univ., Jonesboro, AR. Email: [email protected]
Raiyan Chowdhury [email protected]
2Formerly, Graduate Student, College of Engineering and Computer Science, Arkansas State Univ., Jonesboro, AR. Email: [email protected]
Zahid Hossain, Ph.D., M.ASCE [email protected]
P.E.
3Professor of Civil Engineering, College of Engineering and Computer Science, Arkansas State Univ., Jonesboro, AR. Email: [email protected]
Marwa Hassan, Ph.D., F.ASCE [email protected]
4Professor, Dept. of Construction Management, Louisiana State Univ., Baton Rouge, LA. Email: [email protected]
Alan Meadors [email protected]
5Promotional Director, American Concrete Pavement Association, Little Rock, AR. Email: [email protected]

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