Technical Papers
Jun 20, 2022

Carbonation Depth and Permeability of Quaternary Hybrid Fiber Concretes

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 9

Abstract

Concrete structures are exposed to water throughout their service life. Nowadays, fiber-reinforced concrete is the most preferred concrete due to its superior mechanical properties. However, good mechanical properties alone cannot protect concrete against the environmental conditions it may encounter during its service life. In particular, water is an inevitable factor faced by concrete elements. In this study, the permeability properties of concrete produced with different combinations of four different fibers were investigated. Hybrid fiber concrete (HFC) was made using the central composite design method. Steel, glass fiber, synthetic, and polypropylene fibers were hybridized among themselves, and the aggregate and paste phases of concrete were hybridized with electric arc furnace slag aggregate (EAFS) and fly ash (FA), respectively. Ultrasonic pulse rate, rapid chloride permeability (RCP), capillary water absorption capacity, and carbonation depth (CD) of HFC were determined. Statistically significant and nonsignificant parameters for each response were determined. Simultaneous substitution of EAFS and FA reduced the capillarity coefficient and CD of HFC. The RCP of HFC depends mainly on two factors: binder dosage and steel fiber ratio. The most suitable fiber for reducing CD was glass fiber. The estimated RCP, ultrasonic pulse velocity (UPV), and capillary water absorption capacity (CWAC) results were compared with the control sample, and the results were 81%, 114%, and 86% of the control sample.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by KAAN Investment Construction Tourism Trade Inc. and IMFALT Road Building Industry Trade Inc.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 9September 2022

History

Received: Sep 7, 2021
Accepted: Dec 27, 2021
Published online: Jun 20, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 20, 2022

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Dept. of Civil Engineering, Iskenderun Technical Univ., Hatay, Turkey (corresponding author). ORCID: https://orcid.org/0000-0001-5091-8766. Email: [email protected]
Umur Korkut Sevim, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Iskenderun Technical Univ., Hatay, Turkey. Email: [email protected]

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