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dc.contributor.authorCavusoglu, Ibrahim
dc.contributor.authorYilmaz, Erol
dc.contributor.authorYilmaz, Ali Osman
dc.date.accessioned2021-11-09T19:49:08Z
dc.date.available2021-11-09T19:49:08Z
dc.date.issued2021
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2020.121021
dc.identifier.urihttps://hdl.handle.net/20.500.12440/3947
dc.description.abstractCemented coal fly ash backfill (CCB), a flowable structure of coal fly ash, binding agent and mixing water, has been often employed in mining operations to offer ground support as well as waste disposal solutions. An appropriate CCB mass should have sufficient rheological (e.g., workability) and mechanical (e.g., strength and stability) characteristics. Chemical admixtures are well known to greatly enhance the pumpability and strength properties of cementitious materials. Thus, this work provides the effect of water-reducing admixtures (namely, Sikament MR 50 W and Sikament FFN) on characteristics of CCB materials manufactured at a constant slump value. The role of admixtures in CCB mix is to reduce the cement-related costs, to modify the properties of the hardened backfills, and to ensure the quality of the backfill during mixing, transporting, placing, and curing. These admixtures were used at a dosage of 1% and 2% by weight of anhydrous material on cement. Several laboratory tests including slump, setting time, uniaxial compressive strength, scanning electron microscopy and mercury intrusion porosimetry were undertaken on CCB samples to understand their fresh and hardened performance. Experimental results show that the admixtures used ensure the slump required to deliver CCB at low water/cement ratios, improve short- and long-term backfill strengths up to 33%, and decrease the total porosity of the tested CCB. The findings of this study also show that the admixture use in CCB leads to a significant decrease in the considered cement content and a remarkable increase in the mechanical strength. As a result, understanding the actual fresh and hardened properties of CCB remains crucial for the choice of the greatest acting backfill admixture and for a fruitful change from capable experimental results to the in-situ conditions. (C) 2020 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific Research Project Coordination Unit of Karadeniz Technical University (KTU) [891]; Turkish Cement Manufacturers' Association (TCMB)en_US
dc.description.sponsorshipThis work was granted by Scientific Research Project Coordination Unit of Karadeniz Technical University (KTU; project number: 891). The writers also want to express their honest thankfulness to Turkish Cement Manufacturers' Association (TCMB) for 'Iz Birakanlar' scholarship. A special thank goes to KTU-RTEU (Recep Tayyip Erdogan University) laboratory technicians for their technical support and to the Cayirhan Coal Power Plant operated by Ciner Group Park Thermic A.S. for cement and coal fly ash materials.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCemented backfillen_US
dc.subjectUnderground coal minesen_US
dc.subjectCoal fly ashen_US
dc.subjectWater reducing admixturesen_US
dc.subjectWaste disposalen_US
dc.subjectWorkabilityen_US
dc.subjectCompressive strengthen_US
dc.subjectMicrostructureen_US
dc.titleAdditivity effect on properties of cemented coal fly ash backfill containing water-reducing admixturesen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wospublicationidWOS:000604573000081en_US
dc.description.scopuspublicationid2-s2.0-85092012120en_US
dc.departmentGümüşhane Üniversitesien_US
dc.authoridYilmaz, Erol / 0000-0001-8332-8471
dc.identifier.volume267en_US
dc.identifier.doi10.1016/j.conbuildmat.2020.121021
dc.authorwosidYilmaz, Erol / H-7384-2019
dc.authorwosidcavusoglu, ibrahim / P-4887-2014
dc.authorwosidYilmaz, Ali Osman O / A-5625-2018
dc.authorscopusid25636948700
dc.authorscopusid7103132427
dc.authorscopusid15137782300


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