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    Protected‐Paste Volume of Air‐Entrained Cement Paste. Part 1

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 002
    Author:
    K. Natesaiyer
    ,
    K. C. Hover
    ,
    K. A. Snyder
    DOI: 10.1061/(ASCE)0899-1561(1992)4:2(166)
    Publisher: American Society of Civil Engineers
    Abstract: Expressions for the protected‐paste volume of air‐entrained cement paste are derived using the hydraulic‐pressure mechanism of frost damage. The protected‐paste volume is the total common volume of cement paste protected from frost damage by all the air voids in the paste. The derived expressions are shown to reduce to known results for simple geometrical arrangements of air voids. The relative importance of air‐void parameters, material properties, and environmental parameters are deduced from the structure of the derived expressions. It is shown that material and environmental factors have at least as great an effect as air‐void parameters on the protected‐paste ratio. Though the expressions have been derived on the basis of the hydraulic‐pressure mechanism, it is suggested that the concept of protected‐paste volume as well as the form of the expressions may be applicable to other mechanisms of frost damage.
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      Protected‐Paste Volume of Air‐Entrained Cement Paste. Part 1

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45283
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    • Journal of Materials in Civil Engineering

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    contributor authorK. Natesaiyer
    contributor authorK. C. Hover
    contributor authorK. A. Snyder
    date accessioned2017-05-08T21:16:40Z
    date available2017-05-08T21:16:40Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290899-1561%281992%294%3A2%28166%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45283
    description abstractExpressions for the protected‐paste volume of air‐entrained cement paste are derived using the hydraulic‐pressure mechanism of frost damage. The protected‐paste volume is the total common volume of cement paste protected from frost damage by all the air voids in the paste. The derived expressions are shown to reduce to known results for simple geometrical arrangements of air voids. The relative importance of air‐void parameters, material properties, and environmental parameters are deduced from the structure of the derived expressions. It is shown that material and environmental factors have at least as great an effect as air‐void parameters on the protected‐paste ratio. Though the expressions have been derived on the basis of the hydraulic‐pressure mechanism, it is suggested that the concept of protected‐paste volume as well as the form of the expressions may be applicable to other mechanisms of frost damage.
    publisherAmerican Society of Civil Engineers
    titleProtected‐Paste Volume of Air‐Entrained Cement Paste. Part 1
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1992)4:2(166)
    treeJournal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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