Concrete made with low clinker cement is generally more susceptible to scaling than concrete made with ordinary Portland cement (OPC) if the mix design is not properly adapted. low-clinker, high-pozzolan cements introduce significant complexities regarding concrete's resistance to scaling caused by freeze-thaw cycles and de-icing salts. while these sustainable cements offer long-term benefits through pore structure refinement, they initially increase susceptibility to surface scaling due to slower strength development and challenges in achieving a stable air-void system. The supplementary materials, particularly fly ash with unburned carbon, can interfere with air-entraining admixtures, jeopardizing the formation of the protective microscopic air bubbles essential for pressure relief during freezing. Consequently, ensuring durability demands a deliberate design approach: a low water-cement ratio is critical to develop a dense matrix, extended moist curing is non-negotiable to compensate for slower hydration, and meticulous control of the air-entrainment system is paramount. When these factors are rigorously addressed, concrete with low-clinker cement can achieve scaling resistance that meets or even surpasses that of conventional concrete.