Open Access

Performance Evaluation of Nano TiO₂–Basalt Fiber Hybrid Geopolymers: Mechanical Response, Long-Term Durability, and Metal Immobilization Efficiency

Nanthini M, nanthinim5007.sse@saveetha.com
Department of Civil Engineering, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences, Chennai, TN, India
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Jaganathan V, Jagnthan@gmail.com
Department of Civil Engineering, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences, Chennai, TN, India
ORCID
Vinodhini R vinodhinir41034.sse@saveetha.com
Department of Mathematics, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences, Chennai, TN, India
Author Profile



J. Environ. Nanotechnol., Volume 15, No 1 (March 2026) pp. 21-34

https://doi.org/10.13074/jent.2026.03.2541959

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Abstract

Geopolymers have emerged as promising low-carbon alternatives to Portland cement; however, their quasi-brittle behavior and sensitivity to microcracking limit broader structural adoption. This study investigates the synergistic effects of basalt fiber and TiO₂ nanoparticle reinforcement on the mechanical, durability, microstructural, and leaching performance of fly ash–slag based geopolymers. Five mix formulations were prepared with varying basalt fiber volume fractions (0–1.0%) and TiO₂ nanoparticle dosages (0–2.0%). Comprehensive characterization—including compressive, flexural, and tensile testing; permeability, acid/sulfate exposure, freeze–thaw cycling; SEM, XRD, FTIR analyses; and TCLP-based leachate evaluation—was conducted. Results show that TiO₂ incorporation substantially refines the matrix through accelerated geopolymerization and pore densification, while basalt fibers enhance crack bridging, tensile resistance, and structural stability. The hybrid mix containing 1.0% basalt fiber and 1.0% TiO₂ (GP-B1T1) exhibited the best performance, with compressive strength exceeding 68 MPa, reduced sorptivity (≈0.19 mm/min¹ᐟ²), minimal freeze–thaw damage, superior chemical resistance, and up to 30% reduction in heavy metal leaching compared to the control. Microstructural analyses confirmed the formation of a highly compacted gel network with strong fiber–matrix bonding and minimal microdefects. These findings demonstrate that multi-scale reinforcement using TiO₂ nanoparticles and basalt fibers can significantly elevate the structural reliability, durability, and environmental stability of geopolymer composites, positioning them as viable candidates for sustainable infrastructure applications.

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