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dc.contributor.authorCao, Shuai
dc.contributor.authorYılmaz, Erol
dc.contributor.authorYin, Zhenyu
dc.contributor.authorXue, Gaili
dc.contributor.authorSong, Weidong
dc.contributor.authorSun, Lijuan
dc.date.accessioned2020-12-19T20:18:33Z
dc.date.available2020-12-19T20:18:33Z
dc.date.issued2021
dc.identifier.citationCao, S., Yilmaz, E., Yin, Z., Xue, G., Song, W. & Sun, L. (2021). CT scanning of internal crack mechanism and strength behavior of cement-fiber-tailings matrix composites. Cement and Concrete Composites, 116, 103865. https://doi.org/10.1016/j.cemconcomp.2020.103865en_US
dc.identifier.issn0958-9465
dc.identifier.urihttps://doi.org/10.1016/j.cemconcomp.2020.103865
dc.identifier.urihttps://hdl.handle.net/11436/4529
dc.description.abstractThis paper deals the relationship between compressive strength and internal crack formation (e.g., crack width and volume) of cement-fiber-tailings matrix composites (CFTMC) using an industrial computed tomography system and scanning electron microscopy. Two types of fibers (polypropylene PP and polyacrylonitrile PAN) were used to manufacture CFTMC with a constant cement-to-tailings ratio, solid content and curing time of 1:6, 75 wt% and 14 days, respectively. The results showed that strength gaining of CFTMC increased remarkably with fiber additions which effectively improve its toughness. When compared to samples without fibers, the compressive strength of CFTMC was the highest because of the reduced interconnection between pores and high particle packing density. The internal structure analysis showed that the maximum crack widths of CFTMC increased when the fiber content increased from 0.3 to 0.6 wt%, regardless of fiber type, growing the crack volumes of samples. The failure pattern of all CFTMC samples was mainly tensile, shear and mixed failure (tensile/shear), and a high strength value accompanies with a big volume of crack. At last, the findings of this study may offer a key reference for fiber-reinforced backfills, which can lift their strength, stability and integrity behavior under extreme conditions, such as rock burst, squeezing ground, blast or seismic event. © 2020en_US
dc.description.sponsorshipState Key Laboratory of Nonlinear Mechanics: LNM202009 Fundamental Research Funds for the Central Universities: FRF-TP-20-001A2 National Natural Science Foundation of China: 51804017en_US
dc.description.sponsorshipThis work was financially supported by the National Natural Science Foundation of China (Grant No. 51804017 ), the Opening Fund of State Key Laboratory of Nonlinear Mechanics (Grant No. LNM202009 ) and the Fundamental Research Funds for Central Universities (Grant No. FRF-TP-20-001A2 ). Special thanks are extended to Shuai Zhou from GRANPECT company limited for his technical help.en_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject3D model reconstructionen_US
dc.subjectCement-fiber-tailings matrix compositesen_US
dc.subjectCompressive strengthen_US
dc.subjectIndustrial computed tomographyen_US
dc.subjectMicrostructural propertiesen_US
dc.subjectPolypropylene-polyacrylonitrile fibersen_US
dc.titleCT scanning of internal crack mechanism and strength behavior of cement-fiber-tailings matrix compositesen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorYılmaz, Erol
dc.identifier.doi10.1016/j.cemconcomp.2020.103865
dc.relation.journalCement and Concrete Compositesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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