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CBR and Soil Properties Correlation Study by Supratim Kaushik is a document available to read on EtoBox.

The study investigates the correlation between the California Bearing Ratio (CBR) and various soil properties in road subgrade soil, utilizing regression analysis on thirty-three soil samples collected from a construction project in Cameroon. Results indicate a fair correlation, with a coefficient of determination of R2 = 0.841 for multiple linear regression, suggesting that while some soil properties can predict CBR, the relationship is weak and may not be cost-effective for pavement design. The findings h

Author

Supratim Kaushik

Language

EN