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    MSW Incinerator Ash as Aggregate in Concrete and Masonry

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004
    Author:
    Rosmadi Abdul Rashid
    ,
    Gregory C. Frantz
    DOI: 10.1061/(ASCE)0899-1561(1992)4:4(353)
    Publisher: American Society of Civil Engineers
    Abstract: The properties of concrete and concrete masonry using municipal solid waste (MSW) ash as fine aggregate were studied. Mass‐burn combined ash and refuse‐derived‐fuel (RDF) bottom ash were studied. The properties included com‐pressive strength, expansion, time of set, unit weight, leaching characteristics, and gas generation by the mixtures. These ashes were not suitable for use in concrete because of low strength and cracking caused by gas generation. Some concrete‐masonry specimens containing ash had adequate strength but had bad smell and cracking and spalling problems. Mass‐burn ash produced higher concrete and concrete‐masonry strengths than RDF ash. EPTOX tests showed that leachate from the MSW concrete or concrete masonry did not exceed toxicity limits.
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      MSW Incinerator Ash as Aggregate in Concrete and Masonry

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45300
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    contributor authorRosmadi Abdul Rashid
    contributor authorGregory C. Frantz
    date accessioned2017-05-08T21:16:42Z
    date available2017-05-08T21:16:42Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290899-1561%281992%294%3A4%28353%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45300
    description abstractThe properties of concrete and concrete masonry using municipal solid waste (MSW) ash as fine aggregate were studied. Mass‐burn combined ash and refuse‐derived‐fuel (RDF) bottom ash were studied. The properties included com‐pressive strength, expansion, time of set, unit weight, leaching characteristics, and gas generation by the mixtures. These ashes were not suitable for use in concrete because of low strength and cracking caused by gas generation. Some concrete‐masonry specimens containing ash had adequate strength but had bad smell and cracking and spalling problems. Mass‐burn ash produced higher concrete and concrete‐masonry strengths than RDF ash. EPTOX tests showed that leachate from the MSW concrete or concrete masonry did not exceed toxicity limits.
    publisherAmerican Society of Civil Engineers
    titleMSW Incinerator Ash as Aggregate in Concrete and Masonry
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1992)4:4(353)
    treeJournal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004
    contenttypeFulltext
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