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dc.contributor.authorLi, Jiajian
dc.contributor.authorYılmaz, Erol
dc.contributor.authorCao, Shuai
dc.date.accessioned2020-12-19T19:32:18Z
dc.date.available2020-12-19T19:32:18Z
dc.date.issued2020
dc.identifier.citationLi, J.J., Yılmaz, E. & Cao, S. (2020). Influence of Solid Content, Cement/Tailings Ratio, and Curing Time on Rheology and Strength of Cemented Tailings Backfill. Minerals, 10(10), 922. https://doi.org/10.3390/min10100922en_US
dc.identifier.issn2075-163X
dc.identifier.urihttps://doi.org/10.3390/min10100922
dc.identifier.urihttps://hdl.handle.net/11436/984
dc.descriptionYilmaz, Erol/0000-0001-8332-8471en_US
dc.descriptionWOS: 000586978700001en_US
dc.description.abstractUnderstanding the flow process of cemented tailings backfill (CTB) is important for successful pumping into underground stopes. This study examines the effects of solid content (SC), cement/tailings (c/t) ratio, and curing time (CT) on rheological and mechanical properties of CTB mixes. the slurry concentration of the mixes was 65, 67, and 69 wt. %, with c/t ratios ranging from 1:4 to 1:20. Unconfined compressive strength (UCS) tests were performed on hardened CTB mixes after curing 3, 7, and 28 days. the rheological properties of CTB slurries are mainly related to SC. the yield stress and viscosity of fresh mixes increase with increasing SC, but the pipeline resistance loss (PRL) also increases with increasing SC. According to the analysis of variance, the SC and flow rate are the most significant parameters which greatly affect the PRL performance. the c/t and CT parameters are the most significant parameters for affecting the shrinkage rate. the findings offer a reference for theoretical optimization for mine filling systems of similar type.en_US
dc.description.sponsorshipNational Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51804017]; Opening Fund of State Key Laboratory of Nonlinear Mechanics [LNM202009]; Fundamental Research Funds for Central UniversitiesFundamental Research Funds for the Central Universities [FRF-TP-20-001A2]en_US
dc.description.sponsorshipThis research was jointly funded by National Natural Science Foundation of China (Grant Number 51804017), the Opening Fund of State Key Laboratory of Nonlinear Mechanics (Grant Number LNM202009), and the Fundamental Research Funds for Central Universities (Grant Number FRF-TP-20-001A2).en_US
dc.language.isoengen_US
dc.publisherMdpien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCemented tailings backfillen_US
dc.subjectFlowabilityen_US
dc.subjectRheologyen_US
dc.subjectUnconfined compressive strengthen_US
dc.subjectResistance lossen_US
dc.subjectShrinkage ratioen_US
dc.titleInfluence of solid content, cement/tailings ratio, and curing time on rheology and strength of cemented tailings backfillen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorYılmaz, Erol
dc.identifier.doi10.3390/min10100922
dc.identifier.volume10en_US
dc.identifier.issue10en_US
dc.ri.editoaen_US
dc.relation.journalMineralsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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