Compressive Strength and Microstructure of Multi-Solid Waste Concrete Incorporated with Iron Tailings–Steel Slag–Desulfurization Ash

Iron tailings, steel slag (SS), and desulfurization ash (DA) are industrial solid wastes with high annual output and large stockpiles. To enhance their utilization rate in concrete and fully utilize the synergistic effect of iron tailings powder (ITP), SS, and DA, a multi-solid-waste ISD (ITP-SS-DA) concrete was prepared. In this study, ITP, SS, and DA were used as composite mineral admixtures to replace 30% of the cement, and iron tailings sand (ITS) and iron tailings waste rock (ITR) were used as aggregates. The effects of water/binder ratio (w/b), ITP fineness, and mineral admixture proportion on the compressive strength of ISD concrete were investigated. The influence of ITP fineness on the microstructure was analyzed based on mercury intrusion porosimetry (MIP) and backscattered electron (BSE) tests. The results show that the w/b has a significant effect on the early-age compressive strength, but its effect diminishes at mid-to-late ages. ISD composite mineral admixtures with properly ball-milled ITP enhance compressive strength, refine the pore structure, and increase the compactness of the interfacial transition zone (ITZ). Appropriately increasing the proportion of SS and adjusting the ratio of ITP to DA can promote the synergistic effect of mineral admixtures, thus enhancing compressive strength. Compared with cement concrete, ISD concrete exhibits slightly lower compressive strength but still meets the design requirements and presents a significantly superior microstructure when the w/b, ITP fineness, and admixture proportion are suitable.