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    Testing of Strength of Recycled Waste Concrete and Its Applicability

    Source: Journal of Construction Engineering and Management:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Ishtiyaq Gull
    DOI: 10.1061/(ASCE)CO.1943-7862.0000255
    Publisher: American Society of Civil Engineers
    Abstract: This paper gives results of studies undertaken to assess suitability of construction demolition as coarse aggregate in new concrete production. Three sets of concrete materials considered are fresh concrete (FCM), waste concrete (WCM), and waste concrete strengthened with admixtures (SWCM). Various mixes were prepared for carrying out the research by varying the proportions of cement, sand, and aggregates. All mixes were designed for characteristic strength
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      Testing of Strength of Recycled Waste Concrete and Its Applicability

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    https://yetl.yabesh.ir/yetl1/handle/yetl/58407
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    contributor authorIshtiyaq Gull
    date accessioned2017-05-08T21:39:14Z
    date available2017-05-08T21:39:14Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29co%2E1943-7862%2E0000261.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58407
    description abstractThis paper gives results of studies undertaken to assess suitability of construction demolition as coarse aggregate in new concrete production. Three sets of concrete materials considered are fresh concrete (FCM), waste concrete (WCM), and waste concrete strengthened with admixtures (SWCM). Various mixes were prepared for carrying out the research by varying the proportions of cement, sand, and aggregates. All mixes were designed for characteristic strength
    publisherAmerican Society of Civil Engineers
    titleTesting of Strength of Recycled Waste Concrete and Its Applicability
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)CO.1943-7862.0000255
    treeJournal of Construction Engineering and Management:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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