The report documents the empirical equation for predicting pavement performance that was given in Section 3.3 of Research Report 32-11, 'A Systems Approach to the Flexible Pavement Design Problem.' The equation explains loss in pavement serviceability in terms of deflections, axle-load applications, temperature, and foundation movements due to swelling clays. (BPR abstract)


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    Title :

    Flexible Pavement Performance Related to Deflections, Axle Applications, Temperature and Foundation Movements


    Contributors:

    Publication date :

    1969


    Size :

    75 pages


    Type of media :

    Report


    Type of material :

    No indication


    Language :

    English




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