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This document summarizes a study on stabilizing black cotton soil with lime additions. Various percentages of lime (4%, 6%, 8%, 10%) were mixed with black cotton soil samples and tested. Testing included liquid limit, plastic limit, unconfined compressive strength, and CBR tests. The results showed that with increasing lime content, the plasticity and moisture content of the soil decreased while the strength increased. Lime stabilization was found to improve the engineering properties and bearing capacity o

Author

Aravindan

Language

EN