Additivity effect on properties of cemented coal fly ash backfill containing water-reducing admixtures

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  • SDG 12 · Sorumlu Üretim ve Tüketim

Özet

Cemented 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.

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AlanDeğerDil
dc.contributor.authorCavusoglu, Ibrahim
dc.contributor.authorYilmaz, Erol
dc.contributor.authorYilmaz, Ali Osman
dc.date.accessioned2026-10-22T10:23:04.927550369Z
dc.date.available2026-10-22T10:23:04.927550369Z
dc.date.issued2021
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.
dc.description.sponsorshipKTU-RTEU
dc.description.sponsorshipTurkish Cement Manufacturers?
dc.description.sponsorshipKaradeniz Teknik Üniversitesi, KTU, (891)
dc.identifier.articlenumber121021
dc.identifier.doi10.1016/j.conbuildmat.2020.121021
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85092012120
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/14745
dc.identifier.volume267
dc.identifier.wosWOS:000604573000081
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materials
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectCemented backfill
dc.subjectCoal fly ash
dc.subjectCompressive strength
dc.subjectMicrostructure
dc.subjectUnderground coal mines
dc.subjectWaste disposal
dc.subjectWater reducing admixtures
dc.subjectWorkability
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering, Civil
dc.subject.classificationMaterials Science, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationMaterials Science
dc.subject.otherCements
dc.subject.otherCoal
dc.subject.otherCoal ash
dc.subject.otherCoal industry
dc.subject.otherCompressive strength
dc.subject.otherHardening
dc.subject.otherMixing
dc.subject.otherScanning electron microscopy
dc.subject.otherWaste disposal
dc.subject.otherAnhydrous materials
dc.subject.otherCementitious materials
dc.subject.otherChemical admixture
dc.subject.otherFresh and hardened properties
dc.subject.otherMercury intrusion porosimetry
dc.subject.otherStructure of coal
dc.subject.otherUniaxial compressive strength
dc.subject.otherWater reducing admixtures
dc.subject.otherFly ash
dc.titleAdditivity effect on properties of cemented coal fly ash backfill containing water-reducing admixtures
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex78
rdl.citation.scopus76
rdl.citation.wos69
rdl.oa.statusclosed
rdl.sdgSDG12
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)