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The study investigates the stabilization of black cotton soil (BCS) in Kenya using lime and volcanic ash (VA) to improve its physical-mechanical properties for highway subgrade applications. Laboratory tests showed that a combination of 3% lime and 15% VA significantly enhances the California bearing ratio and unconfined compressive strength of BCS, making it suitable for roadbed materials. The research offers a cost-effective solution to utilize BCS, which is abundant in Kenya, while addressing environment

Author

Debela Temesgen Mideksa

Language

EN