Deepa Jadeja
Independent Researcher
India
Abstract
Soil stabilization is a vital process in geotechnical engineering, improving soil properties for construction and infrastructure projects. This study focuses on the comparative effectiveness of lime and cement as stabilizing agents for problematic soils. Laboratory tests including Atterberg limits, compaction, California Bearing Ratio (CBR), and unconfined compressive strength (UCS) were conducted on samples treated with varying percentages of lime and cement. Results indicate significant enhancement in soil strength, bearing capacity, and durability after stabilization, with cement showing superior early strength gain while lime offers better long-term performance in clayey soils. This paper presents a comprehensive methodology, results, and analysis to guide selection and application of these binders in field conditions.
Keywords
Soil stabilization, lime, cement, compaction, California Bearing Ratio (CBR), unconfined compressive strength (UCS).
REFERENCES
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