Abstract
This research investigates the efficiency of utilizing Ground Granulated Blast Furnace Slag (GGBS) for soil stabilization, aiming to improve index and strength properties and address environmental sustainability through waste utilization. Various laboratory tests, including compaction, Atterberg limits, and unconfined compressive strength evaluations, were conducted on soil samples of Hingoli district amended with GGBS at different ratios. The results reveal significant enhancements in engineering properties, indicating the potential of GGBS in soil stabilization practices. The findings underscore the economic and environmental benefits of incorporating GGBS into soil stabilization techniques, offering a sustainable solution for both soil improvement and waste management in construction projects. This study contributes to the advancement of sustainable engineering practices by demonstrating the effectiveness of waste utilization in enhancing soil performance and mitigating environmental impacts. Keywords-: GGBS, Atterberg Limit, Hingoli, Unconfined Compressive Strengtht, Speicfic Gravity
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