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.
Full text not available from this repository.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 | |||||||||||||||
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Divisions : | Surrey research (other units) | |||||||||||||||
Authors : |
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Date : | 1 December 2005 | |||||||||||||||
Depositing User : | Symplectic Elements | |||||||||||||||
Date Deposited : | 17 May 2017 12:23 | |||||||||||||||
Last Modified : | 24 Jan 2020 22:09 | |||||||||||||||
URI: | http://epubs.surrey.ac.uk/id/eprint/835115 |
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