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    Resilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
    Author:
    M. A. Rahman
    ,
    A. Arulrajah
    ,
    J. Piratheepan
    ,
    M. W. Bo
    ,
    M. A. Imteaz
    DOI: 10.1061/(ASCE)MT.1943-5533.0000824
    Publisher: American Society of Civil Engineers
    Abstract: Extensive amounts of natural quarry aggregates are currently being used in road and pavement applications. The use of construction and demolition (C&D) materials such as recycled concrete aggregate (RCA), crushed brick (CB), and reclaimed asphalt pavement (RAP) as an alternative to quarry aggregates has generated interest in recent years, particularly as a pavement base or subbase material. However, the resilient moduli responses and performance of these C&D materials reinforced with geogrids under repeated loads have yet to be established. This research investigates the resilient moduli (
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      Resilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials

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    contributor authorM. A. Rahman
    contributor authorA. Arulrajah
    contributor authorJ. Piratheepan
    contributor authorM. W. Bo
    contributor authorM. A. Imteaz
    date accessioned2017-05-08T21:56:41Z
    date available2017-05-08T21:56:41Z
    date copyrightMarch 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000865.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67225
    description abstractExtensive amounts of natural quarry aggregates are currently being used in road and pavement applications. The use of construction and demolition (C&D) materials such as recycled concrete aggregate (RCA), crushed brick (CB), and reclaimed asphalt pavement (RAP) as an alternative to quarry aggregates has generated interest in recent years, particularly as a pavement base or subbase material. However, the resilient moduli responses and performance of these C&D materials reinforced with geogrids under repeated loads have yet to be established. This research investigates the resilient moduli (
    publisherAmerican Society of Civil Engineers
    titleResilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials
    typeJournal Paper
    journal volume26
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000824
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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