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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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