Mechanical, durability and microstructure properties of eco-friendly self-compacting mortars with addition of volcanic scoria, silica fume and boron waste as cement replacement

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Özet

The objective of this experimental study is to investigate the mechanical and durability performances of self-compacting mortars containing industrial waste and natural stone to develop an environmentally friendly mortar. Binary series of boron waste (B), silica fume (S) and volcanic scoria (V) were formed by substituting up to 95 % by weight with Portland cement, and ternary series were formed by substituting up to 80 % by weight with Portland cement. A total of 14 mixtures and one reference mixture (R) were improved for the purpose of investigating the workability, mechanical strength and durability properties of self-compacting mortar with different binder compositions. Samples of 40x40x160 mm were produced to evaluate mechanical properties and freeze-thaw effect, 100x100x100 mm for abrasion testing and 50x50x50 mm to determine physical properties. Additionally, SEM/EDS and XRD analyses were performed to determine the microstructural characteristics of the mixtures formed. The test results demonstrated that the sole replacement of boron waste with Portland cement resulted in enhanced fluidity. Nonetheless, the 90-day compressive strengths of the S10V20 and B5S10V5 mixtures exhibited increases of 7.47 % and 5.57 %, respectively, relative to the reference, whilst the B15 series saw a 52.5 % reduction, marking the lowest 90-day compressive strength compared to the reference sample. When the freeze-thaw effect was assessed after 136 cycles, the compressive strength diminished by 8.57 %, 13.1 %, 4.13 %, 7.28 %, 6.22 %, 24.77 %, and 48.1 % in the R, B5, V5, V10, V15, B5S10V5, B5S10V10, and B5S10V15 samples, respectively. Among the samples subjected to abrasion tests, a loss of 6.5 per thousand occurred in the mass of the reference sample at the end of 6 minutes, while a loss of 11 per thousand occurred in the binary mixture containing 5 % B, which had the highest abrasion.

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dc.contributor.authorŞahin Yön, Merve
dc.date.accessioned2026-10-28T14:53:49.225381302Z
dc.date.available2026-10-28T14:53:49.225381302Z
dc.date.issued2025
dc.description.abstractThe objective of this experimental study is to investigate the mechanical and durability performances of self-compacting mortars containing industrial waste and natural stone to develop an environmentally friendly mortar. Binary series of boron waste (B), silica fume (S) and volcanic scoria (V) were formed by substituting up to 95 % by weight with Portland cement, and ternary series were formed by substituting up to 80 % by weight with Portland cement. A total of 14 mixtures and one reference mixture (R) were improved for the purpose of investigating the workability, mechanical strength and durability properties of self-compacting mortar with different binder compositions. Samples of 40x40x160 mm were produced to evaluate mechanical properties and freeze-thaw effect, 100x100x100 mm for abrasion testing and 50x50x50 mm to determine physical properties. Additionally, SEM/EDS and XRD analyses were performed to determine the microstructural characteristics of the mixtures formed. The test results demonstrated that the sole replacement of boron waste with Portland cement resulted in enhanced fluidity. Nonetheless, the 90-day compressive strengths of the S10V20 and B5S10V5 mixtures exhibited increases of 7.47 % and 5.57 %, respectively, relative to the reference, whilst the B15 series saw a 52.5 % reduction, marking the lowest 90-day compressive strength compared to the reference sample. When the freeze-thaw effect was assessed after 136 cycles, the compressive strength diminished by 8.57 %, 13.1 %, 4.13 %, 7.28 %, 6.22 %, 24.77 %, and 48.1 % in the R, B5, V5, V10, V15, B5S10V5, B5S10V10, and B5S10V15 samples, respectively. Among the samples subjected to abrasion tests, a loss of 6.5 per thousand occurred in the mass of the reference sample at the end of 6 minutes, while a loss of 11 per thousand occurred in the binary mixture containing 5 % B, which had the highest abrasion.
dc.identifier.articlenumber139894
dc.identifier.doi10.1016/j.conbuildmat.2025.139894
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85214656068
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/munzur/1006
dc.identifier.volume462
dc.identifier.wosWOS:001417348500001
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materials
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBoron waste
dc.subjectCement
dc.subjectSelf-compaction mortar
dc.subjectSilica fume
dc.subjectVolcanic scoria
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering, Civil
dc.subject.classificationMaterials Science, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationMaterials Science
dc.subject.otherBending moments
dc.subject.otherBinary mixtures
dc.subject.otherCompaction
dc.subject.otherConcrete beams and girders
dc.subject.otherEffluent treatment
dc.subject.otherFumes
dc.subject.otherGas absorption
dc.subject.otherHydroelasticity
dc.subject.otherPortland cement
dc.subject.otherStrain rate
dc.subject.otherVolcanoes
dc.subject.otherWater absorption
dc.subject.otherBoron wastes
dc.subject.otherDurability property
dc.subject.otherFreeze-thaw effects
dc.subject.otherMechanical
dc.subject.otherMechanical durability
dc.subject.otherProperty
dc.subject.otherSelf compactions
dc.subject.otherSelf-compacting mortars
dc.subject.otherSelf-compaction mortar
dc.subject.otherVolcanic scoria
dc.subject.otherCompressive strength
dc.titleMechanical, durability and microstructure properties of eco-friendly self-compacting mortars with addition of volcanic scoria, silica fume and boron waste as cement replacement
dc.typeArticle
rdl.citation.openalex16
rdl.citation.scopus16
rdl.citation.wos14
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.sdgSDG12
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)