Slag Substitution Effect on Features of Alkali-Free Accelerator-Reinforced Cemented Paste Backfill

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Scopus EXPORT DATE: 19 March 2025 @ARTICLE{Cavusoglu2025, url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85219212832&doi=10.3390%2fmin15020135&partnerID=40&md5=88a5304b6f2869de0205ad8fddf9c2ce}, affiliations = {Department of Mining Engineering, Faculty of Engineering and Natural Science, Gümüşhane University, Tel.: +90-456-233-1000 (ext. 1777), Gümüşhane, 29100, Türkiye}, correspondence_address = {I. Cavusoglu; Department of Mining Engineering, Faculty of Engineering and Natural Science, Gümüşhane University, Gümüşhane, Tel.: +90-456-233-1000 (ext. 1777), 29100, Türkiye; email: cavusoglu@gumushane.edu.tr}, publisher = {Multidisciplinary Digital Publishing Institute (MDPI)}, issn = {2075163X}, language = {English}, abbrev_source_title = {Minerals} }Özet
Cemented paste backfill (CPB) improves underground stability by filling mine voids, but the high cost of cement presents economic challenges for miners. While alternative binders and admixtures have been explored, the combined impact of slag substitution and alkali-free (AF) accelerators on CPB performance is not yet fully understood. This study investigates the influences of slag substitution and AF accelerators on the performance of CPB through a comprehensive experimental approach. CPB samples were prepared with slag substitution ratios of 25%, 50%, and 75%, maintaining a fixed AF accelerator content of 0.4%. Various test techniques, including unconfined comprehensive strength (UCS), mercury intrusion porosimetry (MIP), X-ray diffraction (XRD), and thermal analysis (TG/DTA), were employed to study their mechanical and microstructural properties. Monitoring tests were also conducted to thoroughly assess the performance of CPB, including suction (self-desiccation), electrical conductivity (EC), and volumetric water content (VWC) tests. The results showed that the PCI50–SL50–0.4AF sample exhibited 2.3 times higher strength than the control sample for 28 days, with this improvement attributed to enhanced pozzolanic reactions contributing to better microstructural compactness. Monitoring tests revealed accelerated hydration kinetics and reduced water content in slag-reinforced CPB, highlighting the significant role of AF accelerator in facilitating rapid setting and improving early-age mechanical strength. Microstructural findings revealed that porosity decreased and C–S–H gel formation increased in the specimen containing slag and AF accelerators, contributing to increased strength and durability. These findings highlight the potential usage of slag and AF accelerators to enhance CPB’s mechanical, microstructural, and hydration properties, offering significant benefits for mining operations by improving backfill performance, while contributing to environmental sustainability through reduced cement consumption and associated CO2 emissions. © 2025 by the author.
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scopus.com/record/display.uri?eid=2-s2.0-85219212832&origin=SingleRecordEmailAlert&dgcid=raven_sc_affil_en_us_email&txGid=fdcb01f4ef18e8a61bb5c0349da23846https://hdl.handle.net/20.500.12440/6500