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    Engineering Properties of Incinerator Residue

    Source: Journal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author:
    Joo‐Hwa Tay
    ,
    Anthony T. C. Goh
    DOI: 10.1061/(ASCE)0733-9372(1991)117:2(224)
    Publisher: American Society of Civil Engineers
    Abstract: For highly urbanized cities where there is a scarcity of available land for landfilling, incineration may be a better method of solid‐waste disposal. After incineration about 20% by weight of ash and other residues are produced. Both the washed clinker and fly ash collected from the refuse‐incineration plant have the prerequisite properties for use in geotechnical applications. The washed clinker is essentially a granular material of irregular shape. Fly ash is predominantly silt‐sized, spherical particles. The specific gravities of the washed clinker and fly ash are 2.67 and 2.45 respectively. Both materials exhibit high strength and are relatively free‐draining, typical of granular materials. The fly ash could be used as an admixture in the stabilization of soft soil. The clay samples treated with fly ash show substantially improved shear strengths and lower compressive properties.
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      Engineering Properties of Incinerator Residue

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39176
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    • Journal of Environmental Engineering

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    contributor authorJoo‐Hwa Tay
    contributor authorAnthony T. C. Goh
    date accessioned2017-05-08T21:06:51Z
    date available2017-05-08T21:06:51Z
    date copyrightMarch 1991
    date issued1991
    identifier other%28asce%290733-9372%281991%29117%3A2%28224%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39176
    description abstractFor highly urbanized cities where there is a scarcity of available land for landfilling, incineration may be a better method of solid‐waste disposal. After incineration about 20% by weight of ash and other residues are produced. Both the washed clinker and fly ash collected from the refuse‐incineration plant have the prerequisite properties for use in geotechnical applications. The washed clinker is essentially a granular material of irregular shape. Fly ash is predominantly silt‐sized, spherical particles. The specific gravities of the washed clinker and fly ash are 2.67 and 2.45 respectively. Both materials exhibit high strength and are relatively free‐draining, typical of granular materials. The fly ash could be used as an admixture in the stabilization of soft soil. The clay samples treated with fly ash show substantially improved shear strengths and lower compressive properties.
    publisherAmerican Society of Civil Engineers
    titleEngineering Properties of Incinerator Residue
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1991)117:2(224)
    treeJournal of Environmental Engineering:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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