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    Long-Term Scaling Performance of Concretes Containing Supplementary Cementing Materials

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author:
    Andrew J. Boyd
    ,
    R. Douglas Hooton
    DOI: 10.1061/(ASCE)0899-1561(2007)19:10(820)
    Publisher: American Society of Civil Engineers
    Abstract: As part of a research program investigating the effects of supplementary cementing materials (SCMs) on the performance of concretes subjected to deicer salt scaling, a field trial was initiated in 1994. A series of six in-ground pavement slabs were cast with concretes containing various proportions of SCMs and exposed to a cyclic freeze/thaw environment, deicer salt application, and regular heavy truck loads for a period of
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      Long-Term Scaling Performance of Concretes Containing Supplementary Cementing Materials

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    contributor authorAndrew J. Boyd
    contributor authorR. Douglas Hooton
    date accessioned2017-05-08T21:18:10Z
    date available2017-05-08T21:18:10Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A10%28820%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46229
    description abstractAs part of a research program investigating the effects of supplementary cementing materials (SCMs) on the performance of concretes subjected to deicer salt scaling, a field trial was initiated in 1994. A series of six in-ground pavement slabs were cast with concretes containing various proportions of SCMs and exposed to a cyclic freeze/thaw environment, deicer salt application, and regular heavy truck loads for a period of
    publisherAmerican Society of Civil Engineers
    titleLong-Term Scaling Performance of Concretes Containing Supplementary Cementing Materials
    typeJournal Paper
    journal volume19
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:10(820)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    contenttypeFulltext
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