Abstract
Rapid strengthening ultra-high-performance concretes (RS-UHPCs) have great potential in repair applications and precast elements manufacturing. Using industrial and natural pozzolans to reduce cement consumption and carbon dioxide footprint can be a crucial step in the industrial and economic development of UHPCs. In this study, by introducing ten mix designs based on UHPC and replacing 5%, 10%, and 15% by weight of silica fume with single pozzolans including slag and zeolite separately and a combination of percentages of both pozzolans as a silica fume replacement up to 15% by weight, various tests, including evolutions in internal temperature, setting time, compressive strength, and electrical resistivity in early and higher ages and final water absorption were performed on the specimens. The test results revealed that each of the pozzolans exhibits a different behavior during the hardening period, early and higher ages. In addition, a strong mathematical correlation was found between the results of various mechanical and durability tests. Slag and zeolite in amount of 5% cement weight in the mix designs, acquired the best results in terms of mechanical and durability properties, and percentages of 15% in single and complex conditions gave relatively lower results. The microstructural evaluation of the two optimal designs showed the increased compaction and improved C.S.H. growth due to pozzolan replacement with silica fume.
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Hajati Modaraei, A., Bijan, B. Effects of slag and zeolite on mechanical properties and durability of rapid strengthening ultra-high-performance concrete. Multiscale and Multidiscip. Model. Exp. and Des. 7, 787–800 (2024). https://doi.org/10.1007/s41939-023-00245-x
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DOI: https://doi.org/10.1007/s41939-023-00245-x