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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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