Enhancing the mechanical and durability properties of fly ash/ <scp>GGBS</scp> ‐based geopolymer mortars using dunite and polypropylene fibers
Abstract Polypropylene (PP) fiber‐reinforced geopolymer mortar reduces the high brittleness of conventional geopolymer made with natural aggregates. However, the effects of different precursor materials on the performance of PP fiber‐reinforced self‐compacting geopolymer mortar (SCGM) remain unclear. This study investigates the feasibility of using dunite (D), a magnesium‐rich ultramafic rock with consistent mineralogy and low processing energy demand that enhances thermal stability and durability, as an alternative precursor for fly ash (FA)/ground granulated blast furnace slag (GGBS)‐based geopolymers. The study examined the workability, flexural and compressive strengths, and sorptivity of mortars cured at 20 ± 2°C and 60 ± 5% relative humidity, as well as their durability under freeze–thaw cycles and high‐temperature exposure. Interfacial interactions between aggregates and the geopolymer matrix, along with microstructural and morphological changes caused by fire, were analyzed using scanning electron microscopy (SEM). X‐ray diffraction (XRD) and thermogravimetric analysis (TGA) were also performed for detailed material characterization. The mix containing 30% dunite exhibited the highest flexural strength, reaching 5.70 MPa at 28 days, the highest among all mixes. Under fire exposure, the mix containing 10% dunite significantly reduced mechanical strength loss and retained about 33.3% higher residual flexural strength than the FA–slag control mix at 600°C.
Authors
- Mehmet Karataş (ORCID: https://orcid.org/0000-0002-3705-8463)
- Selim Cemalgil
- Merve Şahin Yön (ORCID: https://orcid.org/0000-0003-2954-0003)
- Nihan Gülmez (ORCID: https://orcid.org/0000-0002-8650-9670)
Institutions
- Munzur University (TR)
Publication Details
- Journal
- Structural Concrete
- Published
- 2025-11-03
- DOI
- https://doi.org/10.1002/suco.70386
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.00