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    Estimation of the California Bearing Ratio for lateritic soils based on compaction characteristics 

    Wobuya, Emmanuel (Makerere University, 2014)
    California Bearing Ratio (CBR) is a commonly used indirect method to assess the stiffness modulus and shear strength of subgrade in pavement design works. However, civil engineers always encounter difficulties in obtaining ...

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    AuthorWobuya, Emmanuel (1)SubjectCalifornia Bearing Ratio (1)
    CBR (1)
    Lateritic soils (1)
    Pavement design works (1)
    ... View MoreDate Issued2014 (1)

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