The effect of mine waste ratio and curing duration on the mechanical properties of ground granulated blast furnace slag-based geopolymer mortars
Özet
This study investigates the mechanical and microstructural behavior of ground granulated blast furnace slag (GGBFS)-based geopolymer mortars in which mining waste (MW) was used as a partial binder replacement (0–30%) under ambient water curing for 7–90 days. Increasing MW content reduced workability and slightly prolonged setting due to its coarser and less reactive characteristics. Mechanical performance improved with curing time and mixtures with moderate MW levels achieved the best strength and microstructural densification. Water absorption and porosity decreased with age, reflecting progressive gel formation. Scanning electron microscope–X-ray diffraction (SEM-XRD) analyses verified matrix densification and enhanced gel development at intermediate MW ratios. Overall, the findings show that controlled MW incorporation can optimize the balance between strength, pore structure and sustainability, enabling ambient cured GGBFS-based geopolymers without thermal curing. The study provides new insights by using MW as a binder phase replacement while preserving precursor chemistry, a rarely explored approach.
Anahtar Kelimeler
Tam Kayıt
| Alan | Değer | Dil |
|---|---|---|
| dc.contributor.author | Aksüt, Yavuz Selim | |
| dc.contributor.author | Nas, Evin | |
| dc.contributor.author | Sünnetçi, Kadir | |
| dc.contributor.author | Kaya, Yusuf | |
| dc.date.accessioned | 2026-10-22T10:21:29.756692993Z | |
| dc.date.available | 2026-10-22T10:21:29.756692993Z | |
| dc.date.issued | 2026 | |
| dc.description.abstract | This study investigates the mechanical and microstructural behavior of ground granulated blast furnace slag (GGBFS)-based geopolymer mortars in which mining waste (MW) was used as a partial binder replacement (0–30%) under ambient water curing for 7–90 days. Increasing MW content reduced workability and slightly prolonged setting due to its coarser and less reactive characteristics. Mechanical performance improved with curing time and mixtures with moderate MW levels achieved the best strength and microstructural densification. Water absorption and porosity decreased with age, reflecting progressive gel formation. Scanning electron microscope–X-ray diffraction (SEM-XRD) analyses verified matrix densification and enhanced gel development at intermediate MW ratios. Overall, the findings show that controlled MW incorporation can optimize the balance between strength, pore structure and sustainability, enabling ambient cured GGBFS-based geopolymers without thermal curing. The study provides new insights by using MW as a binder phase replacement while preserving precursor chemistry, a rarely explored approach. | |
| dc.identifier.articlenumber | 389 | |
| dc.identifier.doi | 10.1139/cjce-2025-0389 | |
| dc.identifier.eissn | 1208-6029 | |
| dc.identifier.issn | 0315-1468 | |
| dc.identifier.scopus | 2-s2.0-105033338426 | |
| dc.identifier.uri | https://rdlopen.rawdatalibrary.net/r/gumushane/13548 | |
| dc.identifier.volume | 53 | |
| dc.identifier.wos | WOS:001717853800001 | |
| dc.language.iso | en | |
| dc.publisher | Canadian Science Publishing | |
| dc.relation.ispartof | Canadian Journal of Civil Engineering | |
| dc.rights | info:eu-repo/semantics/openAccess | |
| dc.subject | geopolymer mortar | |
| dc.subject | mechanical performance | |
| dc.subject | microstructure | |
| dc.subject | mining waste | |
| dc.subject | SEM–XRD analyses | |
| dc.subject.classification | Engineering, Civil | |
| dc.subject.classification | Engineering | |
| dc.subject.other | Binders | |
| dc.subject.other | Curing | |
| dc.subject.other | Geotechnical engineering | |
| dc.subject.other | Pore structure | |
| dc.subject.other | Scanning electron microscopy | |
| dc.subject.other | Setting | |
| dc.subject.other | Slags | |
| dc.subject.other | Water absorption | |
| dc.subject.other | X ray diffraction analysis | |
| dc.subject.other | Densifications | |
| dc.subject.other | Geopolymer mortars | |
| dc.subject.other | Ground granulated blast furnace slag | |
| dc.subject.other | Mechanical | |
| dc.subject.other | Mechanical performance | |
| dc.subject.other | Micro-structural | |
| dc.subject.other | Mining waste | |
| dc.subject.other | SEM–XRD analyze | |
| dc.subject.other | Slag-based geopolymer | |
| dc.subject.other | XRD analysis | |
| dc.subject.other | absorption | |
| dc.subject.other | mechanical property | |
| dc.subject.other | mine waste | |
| dc.subject.other | mortar | |
| dc.subject.other | porosity | |
| dc.subject.other | replacement | |
| dc.subject.other | slag | |
| dc.subject.other | X-ray diffraction | |
| dc.subject.other | Geopolymers | |
| dc.title | The effect of mine waste ratio and curing duration on the mechanical properties of ground granulated blast furnace slag-based geopolymer mortars | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| rdl.citation.openalex | 1 | |
| rdl.citation.scopus | 1 | |
| rdl.citation.wos | 1 | |
| rdl.oa.status | green | |
| rdl.oa.url | https://utoronto.scholaris.ca/bitstreams/fde1e2f2-8802-4801-845e-afd19920712f/download | |
| rdl.sdg | SDG12 | |
| rdl.source.index | SCOPUS | |
| rdl.source.index | WOS | |
| rdl.wos.index | Science Citation Index Expanded (SCI-EXPANDED) |

