Introduction: Phosphogypsum (PG), an industrial by-product, accumulates in Tunisia at a rate of 10 million tons annually, threatening soil and groundwater quality through acid infiltration. Converting this waste into fired construction bricks by blending it with local Douiret clay offers a sustainable waste management strategy. However, optimizing mechanical performance to meet rigorous building construction standards remains a critical challenge.
Methods: Five brick formulations with clay content ranging from 10% to 50% were fired at 1140°C. Pore microstructure was quantified using optical microscopy and processed via Otsu automatic thresholding. Mechanical properties, specifically maximum compressive strength (Rc) and Young’s modulus (E), were determined through uniaxial compression tests.
Results: While porosity varied between 34.4% and 48.1%, mechanical performance peaked exceptionally at a 30% clay content. This specific formulation achieved a compressive strength (Rc) of 27.2 MPa and a Young’s modulus (E) of 1.29 GPa, performing five to ten times better than other tested blends. With a resistance of 27.2 MPa, this formulation significantly exceeds Tunisian standard construction requirements typically ranging from 5 to 15 MPa for load-bearing bricks, positioning the material as a high-performance structural alternative. The weak correlation between porosity and strength (R^2<0.35) indicates that clay–PG interfacial bonding, rather than void fraction, is the primary driver of this mechanical robustness.
Conclusions: A 30% clay and 70% phosphogypsum ratio emerges as the optimal formulation, delivering mechanical performance that surpasses current industrial standards. These findings provide actionable guidance for addressing Tunisia's phosphogypsum crisis while advancing circular-economy practices within the construction materials sector.