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    Resilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author:
    Anand J. Puppala
    ,
    Laureano R. Hoyos
    ,
    Ajay K. Potturi
    DOI: 10.1061/(ASCE)MT.1943-5533.0000268
    Publisher: American Society of Civil Engineers
    Abstract: The use of reclaimed asphalt pavement (RAP) aggregate materials in road construction reduces natural resource depletion and promotes the recycling of RAP materials for other applications. However, product variability and low resilient moduli characteristics often limit RAP applications in road bases. Stabilization of RAP materials with cement was hence attempted in a research study to evaluate the effectiveness of cement treatments in enhancing resilient characteristics of RAP aggregates. The present paper describes the results from a series of resilient modulus tests that were conducted in a laboratory environment using a repeated load triaxial test setup. The effects of three different cement dosages and various confining and deviatoric stress levels on the resilient modulus (
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      Resilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates

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    contributor authorAnand J. Puppala
    contributor authorLaureano R. Hoyos
    contributor authorAjay K. Potturi
    date accessioned2017-05-08T21:55:29Z
    date available2017-05-08T21:55:29Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000300.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66624
    description abstractThe use of reclaimed asphalt pavement (RAP) aggregate materials in road construction reduces natural resource depletion and promotes the recycling of RAP materials for other applications. However, product variability and low resilient moduli characteristics often limit RAP applications in road bases. Stabilization of RAP materials with cement was hence attempted in a research study to evaluate the effectiveness of cement treatments in enhancing resilient characteristics of RAP aggregates. The present paper describes the results from a series of resilient modulus tests that were conducted in a laboratory environment using a repeated load triaxial test setup. The effects of three different cement dosages and various confining and deviatoric stress levels on the resilient modulus (
    publisherAmerican Society of Civil Engineers
    titleResilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates
    typeJournal Paper
    journal volume23
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000268
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    contenttypeFulltext
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