Recently the research on Perpetual Pavement has been very popular, and the basis of the structure design method for the Perpetual Pavement is the theory of the HMA "Fatigue Limit". In this article, the laboratory study for the fatigue characteristics of LSM Base Mixture chooses the Four Point Beam Bending Test method with four kinds of strain level and two kinds of asphalt content, and the two kinds of data analysis methods which include the AASHTO T321 method and the reduced energy ratio method are used. Based on the analysis of the fatigue tests, the fatigue limit for the LSM Base Mixture on the lower strain level (70 ∼ 100με) is verified.


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    Titel :

    Laboratory Study of Fatigue Limit for LSM Base Mixture


    Beteiligte:
    Zhang, Zhixiang (Autor:in) / Bai, Qi-feng (Autor:in)

    Kongress:

    Seventh International Conference of Chinese Transportation Professionals Congress (ICCTP) ; 2007 ; Shanghai, China



    Erscheinungsdatum :

    2008-03-21




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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