Technical Papers
Sep 24, 2024

Novel Cement-Free UHPC with High Gamma-Ray Resistance Using Calcium Oxide–Activated Slag, Iron and Barite Powders, and Steel Fibers

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 12

Abstract

This study focuses on the development and evaluation of a novel cement-free gamma-ray-resistant ultrahigh-performance concrete (UHPC), known as UHPC-CAS. UHPC-CAS is composed of calcium oxide–activated slag, iron and barite powders, and steel fibers, making it a type of ultrahigh-performance geopolymer concrete (UHPGC). In this study, the effects of replacing silica sand with varying percentages of iron and barite powders on the mechanical and radiation properties of UHPC-CAS were investigated. The optimal replacement ratio of iron powder was found to be 50%, resulting in the highest compressive, tensile, and bending strengths among all mixtures without fibers. Furthermore, the UHPC-CAS samples reinforced with steel fibers and containing barite powder exhibited a more pronounced softening zone than those containing iron powder. With 100% iron powder and 3% steel fibers, UHPC-CAS achieved superior resistance to gamma rays, as evidenced by the highest attenuation coefficient of 0.234 cm and the lowest half-value layer of 2.96 cm. This research demonstrates the potential for developing sustainable cement-free UHPC for use in nuclear facilities and other applications requiring high radiation shielding.

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Data Availability Statement

All data, models, and code generated or used during the study are included in the published paper.

Acknowledgments

This work is based upon research funded by Iran National Science Foundation (INSF) under Project No. 4027233.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 12December 2024

History

Received: Jan 4, 2024
Accepted: Apr 30, 2024
Published online: Sep 24, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 24, 2025

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Research Assistant, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran (corresponding author). ORCID: https://orcid.org/0000-0003-4425-2712. Email: [email protected]
Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran. ORCID: https://orcid.org/0000-0003-1326-012X. Email: [email protected]

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