Method of flexible pavement design; validity of CBR design curves; relationship between CBR of unsoaked specimens of soil and their moisture content and dry density; factors affecting CBR of soil.


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    Title :

    California bearing ratio method for design of flexible roads and runways


    Additional title:

    Geotechnique


    Contributors:
    Davis, E.H. (author)

    Published in:

    Geotechnique ; 1 , n 4 ; p 249-263


    Publication date :

    1949


    Size :

    15 pages


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    English




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