dc.contributor.author | Li, Jiajian | |
dc.contributor.author | Yılmaz, Erol | |
dc.contributor.author | Cao, Shuai | |
dc.date.accessioned | 2020-12-19T19:32:18Z | |
dc.date.available | 2020-12-19T19:32:18Z | |
dc.date.issued | 2020 | |
dc.identifier.citation | Li, 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/min10100922 | en_US |
dc.identifier.issn | 2075-163X | |
dc.identifier.uri | https://doi.org/10.3390/min10100922 | |
dc.identifier.uri | https://hdl.handle.net/11436/984 | |
dc.description | Yilmaz, Erol/0000-0001-8332-8471 | en_US |
dc.description | WOS: 000586978700001 | en_US |
dc.description.abstract | Understanding 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.sponsorship | National 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.sponsorship | This 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.iso | eng | en_US |
dc.publisher | Mdpi | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Cemented tailings backfill | en_US |
dc.subject | Flowability | en_US |
dc.subject | Rheology | en_US |
dc.subject | Unconfined compressive strength | en_US |
dc.subject | Resistance loss | en_US |
dc.subject | Shrinkage ratio | en_US |
dc.title | Influence of solid content, cement/tailings ratio, and curing time on rheology and strength of cemented tailings backfill | en_US |
dc.type | article | en_US |
dc.contributor.department | RTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.contributor.institutionauthor | Yılmaz, Erol | |
dc.identifier.doi | 10.3390/min10100922 | |
dc.identifier.volume | 10 | en_US |
dc.identifier.issue | 10 | en_US |
dc.ri.edit | oa | en_US |
dc.relation.journal | Minerals | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |