Optimization of Concrete Durability in Corrosive Environments: Partial Replacement of Microsilica with Natural Pozzolan
DOI:
https://doi.org/10.5281/zenodo.17786166Keywords:
Concrete, natural pozzolan, microsilica, site durability testsAbstract
Structural foundations in southern Iran face significant corrosion challenges, necessitating strategies to enhance concrete strength and durability. The construction industry in this region commonly incorporates 8% microsilica by weight of cement to improve performance. However, since microsilica contributes to approximately 70% of total concrete costs, and locally available natural pozzolan is about 90% cheaper, this study investigates the feasibility of partially replacing microsilica with natural pozzolan while maintaining required durability and strength standards. To evaluate this approach, eight concrete mix designs were tested for compressive strength and durability parameters, including water absorption, freeze-thaw resistance, water permeability, chloride migration coefficient, electrical resistivity, and microstructural analysis (SEM/EDS/Mapping). The findings indicate that a mix containing 4% microsilica and 12.5% natural pozzolan achieved comparable durability and void distribution to the standard 8% microsilica mix, demonstrating its potential as a cost-effective alternative. Additionally, this study assessed water absorption testing as a site-based durability evaluation method, which aligns with regional technical specifications. A comparative analysis with other laboratory durability tests revealed a strong correlation, confirming its accuracy, reliability, and cost-effectiveness for field-based durability assessments.
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