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    Aggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 009
    Author:
    Erol Tutumluer
    ,
    Tongyan Pan
    DOI: 10.1061/(ASCE)0899-1561(2008)20:9(617)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents findings of a research study focused on investigating influences of coarse aggregate morphologies on the strength and permanent deformation behavior of unbound aggregate materials. Angularity and surface texture properties of six different types of aggregates were evaluated using two shape indices, angularity index (AI) and surface texture index (ST), based on image analysis. Twenty-one unbound aggregate blends having the same gradation and voids content but different crushed percentages were prepared by mixing the imaging evaluated aggregates and tested using triaxial tests for strength and permanent deformation. The laboratory permanent strain—load application
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      Aggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials

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    contributor authorErol Tutumluer
    contributor authorTongyan Pan
    date accessioned2017-05-08T21:18:33Z
    date available2017-05-08T21:18:33Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290899-1561%282008%2920%3A9%28617%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46460
    description abstractThis paper presents findings of a research study focused on investigating influences of coarse aggregate morphologies on the strength and permanent deformation behavior of unbound aggregate materials. Angularity and surface texture properties of six different types of aggregates were evaluated using two shape indices, angularity index (AI) and surface texture index (ST), based on image analysis. Twenty-one unbound aggregate blends having the same gradation and voids content but different crushed percentages were prepared by mixing the imaging evaluated aggregates and tested using triaxial tests for strength and permanent deformation. The laboratory permanent strain—load application
    publisherAmerican Society of Civil Engineers
    titleAggregate Morphology Affecting Strength and Permanent Deformation Behavior of Unbound Aggregate Materials
    typeJournal Paper
    journal volume20
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2008)20:9(617)
    treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 009
    contenttypeFulltext
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