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dc.contributor.authorXue, Gaili
dc.contributor.authorYılmaz, Erol
dc.contributor.authorSong, Weidong
dc.contributor.authorCao, Shuai
dc.date.accessioned2020-12-19T19:34:44Z
dc.date.available2020-12-19T19:34:44Z
dc.date.issued2020
dc.identifier.citationXue, G.L., Yılmaz, E., Song, W.D. & Cao, S. (2020). Fiber length effect on strength properties of polypropylene fiber reinforced cemented tailings backfill specimens with different sizes. Construction and Building Materials, 241, 118113. https://doi.org/10.1016/j.conbuildmat.2020.118113en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2020.118113
dc.identifier.urihttps://hdl.handle.net/11436/1160
dc.descriptionYilmaz, Erol/0000-0001-8332-8471;en_US
dc.descriptionWOS: 000527367700069en_US
dc.description.abstractThe strength properties of cemented tailings backfill (CTB: an engineered mix of processing tailings, hydraulic binder and mixing water) is strongly affected by its structural integrity. However, our understanding of the structural integrity of fiber reinforced CTB samples as well as its evolution with time is limited. Thus, a comprehensive laboratory investigation is conducted to study the effect of fiber length on strength properties of CTB prepared with different specimen sizes. the unconfined compressive strength (UCS) tests are conducted on CTB samples prepared with four different lengths (0, 6, 12 and 18 mm) and sizes (cubic mold sizes: 40, 70.7 and 100 mm, accompanied with cylindrical mold sizes: 50 x 100 mm) of polypropylene fiber to study their strengths. Experimental results have shown that the peak and end strains of cubic CTB samples are larger than those of cylindrical CTB ones, and UCS of C-40 CTB is higher than that of the cylinder U50. At this time, the size effect and geometry are the main reasons for the differences observed in the strength properties of the above two backfilling bodies. the UCS of CTB samples decreases with increasing the volume ratio when the fiber length varies from 0 mm to 6 mm. When the fiber length varies from 12 mm to 18 mm, the size effect of fiber-reinforced CTB samples is not obvious, and the fiber length becomes the key to influence the coupling curve of two factors. in addition, the longer the fiber length does not necessarily lead to the higher UCS of CTB samples, but the integrity of the sample under the same external load is better. the findings of this study will help to better evaluate and forecast the UCS behavior of CTB samples under various fiber conditions. (C) 2020 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipChina Postdoctoral Science FoundationChina Postdoctoral Science Foundation [2018M631341]; National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51804017]; Fundamental Research Funds for the Central UniversitiesFundamental Research Funds for the Central Universities [FRF-TP-17-075A1]; School of Civil and Resources Engineering of the University of Science and Technology Beijing, Chinaen_US
dc.description.sponsorshipThis research project work was financially supported by the China Postdoctoral Science Foundation (Grant No. 2018M631341), National Natural Science Foundation of China (Grant No. 51804017), and Fundamental Research Funds for the Central Universities (Grant No. FRF-TP-17-075A1). Special acknowledgements are also extended to Mr. Xuedong Sheng for providing the gold tailings samples. the authors would also like to sincerely acknowledge the technical support and facilities provided by the School of Civil and Resources Engineering of the University of Science and Technology Beijing, China.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFiber reinforcementen_US
dc.subjectCemented tailings backfillen_US
dc.subjectSize effecten_US
dc.subjectFiber lengthen_US
dc.subjectGeometric shapeen_US
dc.titleFiber length effect on strength properties of polypropylene fiber reinforced cemented tailings backfill specimens with different sizesen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorYılmaz, Erol
dc.identifier.doi10.1016/j.conbuildmat.2020.118113
dc.identifier.volume241en_US
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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