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dc.contributor.authorCavusoglu, Ibrahim
dc.date.accessioned2025-03-17T11:49:38Z
dc.date.available2025-03-17T11:49:38Z
dc.date.issuedDecember 2024en_US
dc.identifier.citationScopus EXPORT DATE: 17 March 2025 @ARTICLE{Cavusoglu2024, url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85213255849&doi=10.3390%2fmin14121242&partnerID=40&md5=310c9cba2a537a9715bd948be9e5f142}, affiliations = {Department of Mining Engineering, Faculty of Engineering and Natural Science, Gümüşhane University, Tel.: +90-456-233-1000 (ext. 1777), Gümüşhane, 29100, Turkey}, 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, Turkey; email: cavusoglu@gumushane.edu.tr}, publisher = {Multidisciplinary Digital Publishing Institute (MDPI)}, issn = {2075163X}, language = {English}, abbrev_source_title = {Minerals} }en_US
dc.identifier.uriscopus.com/record/display.uri?eid=2-s2.0-85213255849&origin=SingleRecordEmailAlert&dgcid=raven_sc_affil_en_us_email&txGid=6de1da7d9076fdb8b532c2afe7f48d59
dc.identifier.urihttps://hdl.handle.net/20.500.12440/6475
dc.description.abstractA cementitious paste fill (CPF) ensures the long-age stability of underground cavities. Recently, superplasticizers, specifically ones that are polycarboxylate ether-based, have been incorporated to enhance CPF performance, yet their long-term effects on permeability, mechanical properties, and microstructures remain unclear. This study investigates these effects with CPF samples containing varying superplasticizer dosages (0%, 1%, 3%, 5%) that have been cured for up to 150 days. Rheological assessments (slump cone, vane shear tests), unconfined compressive strength testing, microstructural characterization (MIP, SEM), and hydraulic conductivity measurements were performed alongside XRD and thermal analyses (TAns) on high w/c (2) cement paste samples. The results showed that superplasticizer addition reduced CPF water content by 23% and yield stress by six times, aiding slurry transport. Long-term strength was enhanced by up to 2.4 times compared to the control samples, indicating improved underground stability. Superplasticizers altered the CPF samples stress–strain responses, increasing their load-bearing capacity. TG/DTG and XRD analyses revealed that hydration product development increased and porosity decreased in the presence of a superplasticizer. Hydraulic conductivity and permeability also decreased significantly. SEM and MIP analyses showed that the superplasticizer enhanced denser microstructures with fewer pores and fractures. These findings offer promising implications for designing CPFs with improved strength, durability, and environmental sustainability. © 2024 by the author.en_US
dc.language.isoengen_US
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)en_US
dc.relation.ispartofMineralsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectbackfill; durability; environmental performance; permeability; superplasticizer; tailingsen_US
dc.titleSuperplasticizer Dosage Effect on Strength, Microstructure and Permeability Enhancement of Cementitious Paste Fillsen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Maden Mühendisliği Bölümüen_US
dc.authorid0000-0003-0145-7523en_US
dc.identifier.volume14en_US
dc.identifier.issue12en_US
dc.contributor.institutionauthorCavusoglu, Ibrahim
dc.identifier.doi10.3390/min14121242en_US
dc.authorscopusid57800724100en_US


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