Researches

Civil Engineering Department - (Bilding C)

The Effect of California bearing ratio (CBR) on the soil properties value and then the thickness of the rigid pavement layer in the Egyptian context

this paper aimed to establish a relationship between CBR values and the Soil Plasticity Index, Optimal Moisture Content, and Maximum Dry Density. The difference between these soil samples' projected and laboratory CBR values must be evaluated as the second factor. As this study explains, the results demonstrate a high degree of agreement between the predicted and laboratory values of CBR.