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    Use of Set Accelerating Admixtures in Dry-Mix Shotcrete

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 004
    Author:
    Marc Jolin
    ,
    Denis Beaupré
    ,
    Michel Pigeon
    ,
    Ann Lamontagne
    DOI: 10.1061/(ASCE)0899-1561(1997)9:4(180)
    Publisher: American Society of Civil Engineers
    Abstract: Tests were carried out to study the influence of set accelerating admixtures on the properties of dry-mix shotcrete, especially its durability. A total of 27 mixtures were shot using two different types of cement (ASTM Type I with silica fume as partial cement replacement and ASTM Type III) and five different accelerators at various dosages. Half of these mixtures were shot with an air-entraining admixture. In addition to the determination of the setting time, the following properties were measured (on the hardened shotcrete): Air void characteristics, compressive strength, drying shrinkage, rapid freezing and thawing resistance and deicer salt scaling resistance. Results indicate that although all accelerators can reduce the initial and final setting times, some of them considerably decrease the durability, particularly the deicer salt scaling resistance. As a rule, better results were obtained with the mixtures containing the Type III cement than with those containing the Type I and silica fume. The tests confirm the importance of the use of an air-entraining admixture to obtain an adequate frost and deicer salt scaling resistance.
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      Use of Set Accelerating Admixtures in Dry-Mix Shotcrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45510
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    contributor authorMarc Jolin
    contributor authorDenis Beaupré
    contributor authorMichel Pigeon
    contributor authorAnn Lamontagne
    date accessioned2017-05-08T21:17:00Z
    date available2017-05-08T21:17:00Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%290899-1561%281997%299%3A4%28180%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45510
    description abstractTests were carried out to study the influence of set accelerating admixtures on the properties of dry-mix shotcrete, especially its durability. A total of 27 mixtures were shot using two different types of cement (ASTM Type I with silica fume as partial cement replacement and ASTM Type III) and five different accelerators at various dosages. Half of these mixtures were shot with an air-entraining admixture. In addition to the determination of the setting time, the following properties were measured (on the hardened shotcrete): Air void characteristics, compressive strength, drying shrinkage, rapid freezing and thawing resistance and deicer salt scaling resistance. Results indicate that although all accelerators can reduce the initial and final setting times, some of them considerably decrease the durability, particularly the deicer salt scaling resistance. As a rule, better results were obtained with the mixtures containing the Type III cement than with those containing the Type I and silica fume. The tests confirm the importance of the use of an air-entraining admixture to obtain an adequate frost and deicer salt scaling resistance.
    publisherAmerican Society of Civil Engineers
    titleUse of Set Accelerating Admixtures in Dry-Mix Shotcrete
    typeJournal Paper
    journal volume9
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1997)9:4(180)
    treeJournal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 004
    contenttypeFulltext
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