Scopus: A green approach to construction: Fly ash-based one-part geopolymer foam concrete reinforced with waste concrete powder and polypropylene fibers
| dc.contributor.author | Faraji, M.F. | |
| dc.contributor.author | Ahıskalı, A. | |
| dc.contributor.author | Bayraktar, O.Y. | |
| dc.contributor.author | Ahıskalı, M. | |
| dc.contributor.author | Kaplan, G. | |
| dc.contributor.author | Aydın, A.C. | |
| dc.contributor.author | Ozbakkaloglu., T. | |
| dc.date.accessioned | 2025-09-15T11:03:56Z | |
| dc.date.issued | 2025 | |
| dc.description.abstract | Making concrete in the usual way produces a lot of carbon dioxide, so we need new ways to make building materials that are better for the environment. This study investigates the feasibility of producing one-part geopolymer foam concrete (GFC), utilizing Class F fly ash partially replaced by waste concrete powder (WCP) and reinforced with polypropylene (PP) fibers. Twelve mixes were prepared with 0–50 % WCP (by fly-ash mass) and 0–0.9 % PP fibers (by volume). The effects of these variations on fresh state properties, mechanical strength, density, thermal conductivity, porosity, chemical durability (against acid and sulfate attack), freeze-thaw resistance, and thermal durability were systematically evaluated. Replacing 25 % of fly ash with WCP maximized 28-day compressive strength at 5.97 MPa, an 80 % improvement over the control mix. Durability peaked when WCP and fibers were combined: the 10 % WCP + 0.9 % PP fiber mix retained 3.65 MPa and 3.35 MPa after 120 days in H2SO4 and MgSO4 attack, respectively, while the 25 % WCP + 0.3 % PP fiber mix lost only 1.02 % mass after 25 freeze-thaw cycles. Thermal stability was highest for the 25 % WCP + 0.9 % PP fiber blend, which preserved 76.5 % of its original strength at 900°C. These results demonstrate that moderate WCP substitution governs strength, whereas PP fiber dosage controls durability. Integrating both waste valorization and fiber reinforcement in GFC yields a lightweight, low-carbon concrete with balanced mechanical performance and robust resistance to chemical, thermal, and freeze-thaw degradation. | |
| dc.identifier | 10.1016/j.conbuildmat.2025.143429 | |
| dc.identifier.doi | 10.1016/j.conbuildmat.2025.143429 | |
| dc.identifier.issn | 09500618 | |
| dc.identifier.scopus | 2-s2.0-105015034170 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12597/34958 | |
| dc.identifier.volume | 494 | |
| dc.language.iso | en | |
| dc.publisher | Elsevier Ltd | |
| dc.relation.ispartof | Construction and Building Materials | |
| dc.relation.ispartofseries | Construction and Building Materials | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.subject | Geopolymer Foam Concrete | One-Part Geopolymer | Polypropylene Fiber Reinforcement | Sustainability and Durability in Construction | Waste Concrete Powder Recycling | |
| dc.title | A green approach to construction: Fly ash-based one-part geopolymer foam concrete reinforced with waste concrete powder and polypropylene fibers | |
| dc.type | article | |
| dspace.entity.type | Scopus | |
| oaire.citation.volume | 494 | |
| person.affiliation.name | Ingram School of Engineering | |
| person.affiliation.name | Kastamonu University | |
| person.affiliation.name | Kastamonu University | |
| person.affiliation.name | Kastamonu University | |
| person.affiliation.name | Atatürk Üniversitesi | |
| person.affiliation.name | Atatürk Üniversitesi | |
| person.affiliation.name | Ingram School of Engineering | |
| person.identifier.orcid | 0000-0001-6067-7337 | |
| person.identifier.orcid | 0000-0002-6696-4297 | |
| person.identifier.orcid | 0000-0003-3015-736X | |
| person.identifier.scopus-author-id | 59773059000 | |
| person.identifier.scopus-author-id | 59221671200 | |
| person.identifier.scopus-author-id | 57204601046 | |
| person.identifier.scopus-author-id | 59222089500 | |
| person.identifier.scopus-author-id | 57118954700 | |
| person.identifier.scopus-author-id | 12796218600 | |
| person.identifier.scopus-author-id | 9741842600 |
