Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101117
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorCao, Sen_US
dc.creatorYilmaz, Een_US
dc.creatorYin, Zen_US
dc.creatorXue, Gen_US
dc.creatorSong, Wen_US
dc.creatorSun, Len_US
dc.date.accessioned2023-08-30T04:15:04Z-
dc.date.available2023-08-30T04:15:04Z-
dc.identifier.issn0958-9465en_US
dc.identifier.urihttp://hdl.handle.net/10397/101117-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2020 Published by Elsevier Ltd.en_US
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Cao, 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 is available at https://doi.org/10.1016/j.cemconcomp.2020.103865.en_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.typeJournal/Magazine Articleen_US
dc.identifier.volume116en_US
dc.identifier.doi10.1016/j.cemconcomp.2020.103865en_US
dcterms.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.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCement and concrete composites, Feb. 2020, v. 116, 103865en_US
dcterms.isPartOfCement and concrete compositesen_US
dcterms.issued2020-02-
dc.identifier.scopus2-s2.0-85097090458-
dc.identifier.eissn1873-393Xen_US
dc.identifier.artn103865en_US
dc.description.validate202308 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1083-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Fundamental Research Funds for the Central Universities; State Key Laboratory of Nonlinear Mechanicsen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS40343792-
dc.description.oaCategoryGreen (AAM)en_US
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