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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    Titel :

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


    Beteiligte:
    F. H. Scrivner (Autor:in) / C. H. Michalak (Autor:in)

    Erscheinungsdatum :

    1969


    Format / Umfang :

    75 pages


    Medientyp :

    Report


    Format :

    Keine Angabe


    Sprache :

    Englisch




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