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    Tensile Bond Strength of Polymer Modified Mortar

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 001
    Author:
    James Colville
    ,
    Amde M. Amde
    ,
    M. Miltenberger
    DOI: 10.1061/(ASCE)0899-1561(1999)11:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an investigation of improving the bond strength of masonry mortars through the use of polymer additives, so that more efficient use of unreinforced masonry may be realized. A brief description of the mechanisms involved in polymer-modification of cementitious materials is provided as background for the experimental program. Results from a clay brick, type S cement-lime masonry mortar bond strength testing program investigating various admixtures are presented. The admixture treatments include numerous latexes, a defoaming agent, and a superplasticizer. Test specimens were cured under both moist and dry conditions. Very significant increases in bond strength were realized through the addition of several polymers, a plasticizer, and combinations of polymers and the plasticizer.
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      Tensile Bond Strength of Polymer Modified Mortar

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    contributor authorJames Colville
    contributor authorAmde M. Amde
    contributor authorM. Miltenberger
    date accessioned2017-05-08T21:17:06Z
    date available2017-05-08T21:17:06Z
    date copyrightFebruary 1999
    date issued1999
    identifier other%28asce%290899-1561%281999%2911%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45560
    description abstractThis paper describes an investigation of improving the bond strength of masonry mortars through the use of polymer additives, so that more efficient use of unreinforced masonry may be realized. A brief description of the mechanisms involved in polymer-modification of cementitious materials is provided as background for the experimental program. Results from a clay brick, type S cement-lime masonry mortar bond strength testing program investigating various admixtures are presented. The admixture treatments include numerous latexes, a defoaming agent, and a superplasticizer. Test specimens were cured under both moist and dry conditions. Very significant increases in bond strength were realized through the addition of several polymers, a plasticizer, and combinations of polymers and the plasticizer.
    publisherAmerican Society of Civil Engineers
    titleTensile Bond Strength of Polymer Modified Mortar
    typeJournal Paper
    journal volume11
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1999)11:1(1)
    treeJournal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
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