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Mortar for low density aircrete applications

Fried, AN, Ahmed, A, Limbachiya, MC and Roberts, JJ (2005) Mortar for low density aircrete applications Autoclaved Aerated Concrete Innovation and Development - Proceedings of the 4th International Conference on Autoclaved Aerated Concrete. pp. 501-506.

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Abstract

Mortar for masonry is important because it provides the linkage between masonry units so enabling the composite to behave as a single material. The type of mortar used determines the flexuraland compressive strength of them as onrysointhis paper, arange of mortarsis examined. These include traditional designation (iii) (1 cement: 1 lime: 6 sand), designation (iv) (1 cement: 1 lime: 9 sand) mortars as defined in BS 5628; Part 1, and two thin layer mortars denoted A and B. The conventional mortars were formed using either 42.5 N Portland cement (PC) to BS EN 197; Part 1- CEM I or 32.5 N PC to BS EN 197; Part 1- CEM I in order to ascertain the difference these two cements have on the properties of mortar. © 2005 Taylor & Francis Group.

Item Type: Article
Authors :
NameEmailORCID
Fried, ANa.fried@surrey.ac.ukUNSPECIFIED
Ahmed, AUNSPECIFIEDUNSPECIFIED
Limbachiya, MCUNSPECIFIEDUNSPECIFIED
Roberts, JJUNSPECIFIEDUNSPECIFIED
Date : 1 December 2005
Depositing User : Symplectic Elements
Date Deposited : 17 May 2017 12:23
Last Modified : 17 May 2017 15:03
URI: http://epubs.surrey.ac.uk/id/eprint/835115

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