Yusep Muslih Purwana

[ 1 ] - The Correlation between the CBR and Shear Strength in Unsaturated Soil Conditions

 In pavement design, the CBR and direct shear tests are two very common laboratory investigations for predicting the strength of a subgrade layer. The relationship between the CBR and water content has been commonly presented in analyses, with the result of the direct shear being expressed from the aspect of effective cohesion and the internal friction angle. Even though most natural soil is in...