Sustainable Ground Improvement of Stabilized Loess Using Coal Slag: Laboratory Investigation on Mechanical Characteristics

Coal slag is a common byproduct during the operation of fossil-fired power plants. It often becomes a type of solid waste if no suitable utilization is performed. This study experimentally investigated the dynamic characteristics of mixtures of Q2 Lishi loess incorporating coal slag, with the aim of developing a sustainable method for loess improvement and waste disposal associated with the Sustainable Development Goals (SDGs). The loess samples underwent unconfined compressive strength (UCS) testing and dynamic triaxial assessments to obtain the mechanical performance at coal slag proportions of 0%, 1%, 3%, and 5%. Microstructural characteristics were examined using field-emission scanning electron microscopy (FE-SEM). The results indicate that the inclusion of coal slag significantly enhances both UCS and dynamic modulus, with strength improvements reaching up to 73.6% at a 5% slag content. A minimum slag content of 3% effectively reduced pore connectivity and facilitated improved load transfer within the soil matrix, whereas further increases in slag content produced marginal gains in mechanical properties. This approach directly addresses the challenge of solid waste disposal by repurposing industrial by-products, thereby reducing environmental footprint. Environmental assessments identified limited leaching risks, underscoring the need for appropriate mitigation measures to ensure environmental compatibility. The findings suggest that incorporating 3–5% coal slag optimally stabilizes loess soils, which contribute to SDG 11 (Sustainable Cities and Communities) and SDG 12 (Responsible Consumption and Production) by offering a sustainable and resource-efficient alternative to conventional stabilization techniques.