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dc.contributor.authorSarı, Muhammet
dc.contributor.authorYılmaz, Erol
dc.contributor.authorKasap, Tuğrul
dc.contributor.authorKarasu, Servet
dc.date.accessioned2023-08-14T11:21:53Z
dc.date.available2023-08-14T11:21:53Z
dc.date.issued2023en_US
dc.identifier.citationSarı, M., Yılmaz, E., Kasap, T. & Karasu, S. (2023). Exploring the link between ultrasonic and strength behavior of cementitious mine backfill by considering pore structure. Construction and Building Materials, 370, 130588. https://doi.org/10.1016/j.conbuildmat.2023.130588en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2023.130588
dc.identifier.urihttps://hdl.handle.net/11436/7988
dc.description.abstractUnderstanding the porosity/pore linkage and strength properties of cementitious mine backfill (CMB) is essential for the design of underground mining filling. Adoption of new production techniques in parallel with the development of technology in the mining sector has also increased the orientation to easier and less costly ap-plications for evaluating CMB performance. This study aimed to evaluate the strength development of CMB and the change in its pore structure by using ultrasonic pulse velocity (UPV) technique. The influence of two types of pyritic tailings (low pH and high pH) obtained because of diverse production techniques on the quality of filling specimens was also investigated. The link between the microstructure formation (e.g., MIP), mechanical (e.g., UCS) and ultrasonic (e.g., UPV) characteristics of backfilling was explored by using a fixed ratio of fly ash-slag as a cement substitute (cement/slag-fly ash: 70/30). Filling samples were prepared at constant solid content (74 wt %), different curing times (3-90 days), and binder ratios (3-5-7 wt%). The results revealed that the total porosity of CMBs decreased with increasing age and binder ratio. One could also observe that the total porosity of the fill samples containing high pH tailings was lower (up to 56 %) compared to those containing low pH tailings. The acidic nature of low pH tailings negatively affected the aged strength of CMBs, destructing its microstructure. However, it was observed that the negative effects of low pH added backfills decreased in slag substitution and high binder dosages. Excellent correlation curves (power fitting) were found between UPV and UCS according to the variables used (e.g., different types of processing tailings and mineral additives). The measured and calcu-lated UCS values were largely (R2 = 94.8 %) consistent. Finally, this study provides a complete report to support operationally low cost, easy and feasible fill design for underground metallic mines.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCementitious mine backfillen_US
dc.subjectLow and high pHen_US
dc.subjectPore structureen_US
dc.subjectUltrasonicen_US
dc.subjectStrengthen_US
dc.titleExploring the link between ultrasonic and strength behavior of cementitious mine backfill by considering pore structureen_US
dc.typearticleen_US
dc.contributor.departmentRTEÜ, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorSarı, Muhammet
dc.contributor.institutionauthorYılmaz, Erol
dc.contributor.institutionauthorKasap, Tuğrul
dc.contributor.institutionauthorKarasu, Servet
dc.identifier.doi10.1016/j.conbuildmat.2023.130588en_US
dc.identifier.volume370en_US
dc.identifier.startpage130588en_US
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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