Please use this identifier to cite or link to this item: http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/9019
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dc.contributor.authorThakur, A.-
dc.contributor.authorKumar, S.-
dc.date.accessioned2023-01-07T07:55:49Z-
dc.date.available2023-01-07T07:55:49Z-
dc.date.issued2021-
dc.identifier.urihttp://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/9019-
dc.description.abstractMasonry walls can be load-supporting as well as non-supporting in which AAC blocks are utilized. Binding tenacity of autoclaved aerated concrete block-mortar interfaces formed of standard cement-sand mortars of various formulas and polymer-modified mortars is investigated in this study.It is presented a method for increasingnormal sand-cement mortar's binding strength without modifying the block surface qualities. Following the application of a thin cement-slurry coating to the block surfaces, a thick sand and cement mortar is poured. A triplet test was used to establish the brickwork's shear bond persistence, while a cross-couplet test was used to determine the tensile bond strength. Bond strength test’s failure patterns were investigated. The costs of AAC walls with various types of interfaces were then calculated.en_US
dc.language.isoenen_US
dc.publisherJaypee University of Information Technology, Solan, H.P.en_US
dc.subjectPolymer-modified mortaren_US
dc.subjectCement slurryen_US
dc.subjectBond strength of mortaren_US
dc.titleExperimental Investigation of Bond strength Autoclaved Aerated Concrete (AAC) Masonryen_US
dc.typeArticleen_US
Appears in Collections:Journal Articles

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