MING Yang, ZHENG Quanxing, MA Zhaolin, LI Ling, SUN Yang, ZHANG Xin, CHEN Feixiang, YAO Dayou, LI Wei
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This study employed a four-factor, four-level orthogonal design to systematically investigate the effects of water—binder ratio, sand—binder ratio, ultrafine mineral admixture, and silica fume content on the workability, mechanical properties, and durability of manufactured sand—solid waste cementitious system ultra-high-performance concrete (UHPC). Flowability, compressive strength, and rapid chloride permeability tests, combined with range and variance analyses, were conducted to identify the dominant influencing factors. Results indicate that water—binder and sand—binder ratios have significant impacts on flowability, while ultrafine mineral admixture and silica fume play decisive roles in enhancing strength and durability. The optimized mix proportion was determined as: water—binder ratio 0.16, sand—binder ratio 1.0, 30% ultrafine mineral admixture, and 10% silica fume. Under this condition, UHPC exhibited a flowability of 247 mm and a 28-day compressive strength of 174.1 MPa, markedly superior to other combinations, while rapid chloride permeability results confirmed extremely low charge passed, reflecting excellent impermeability. SEM observations revealed that C—S—H gels and secondary C—A—S—H gels interwove to form a dense microstructure, thereby enhancing macroscopic performance. This study demonstrates that orthogonal design provides an efficient method to optimize UHPC mix design based on manufactured sand and solid waste binders, offering a scientific basis for its practical engineering application.