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Assessment of compressive strength of historic mixed masonry

    Jiří Witzany Affiliation
    ; Tomáš Čejka Affiliation
    ; Miroslav Sýkora Affiliation
    ; Milan Holický Affiliation

Abstract

The majority of load-bearing masonry structures of historic buildings are built of mixed or stone masonry composed of regular or irregular (so-called quarry) masonry units – bricks, sedimentary and metamorphic rock – pos­sessing often very different physical and mechanical characteristics. The identification of residual mechanical properties of stone or mixed masonry of irregular walling units requires the application of a suitable diagnostic method, the as­sessment of the phase of degradation processes and the choice of an appropriate probabilistic model for the strength of mixed masonry. The presented experimental research involves the analysis of the heterogeneity (homogeneity) of mixed masonry of a church from the 17th century. The probabilistic model for masonry strength is developed on the basis of destructive and non-destructive testing of masonry units and mortar. It appears that the probabilistic approach leads to a design value by 75% higher than the deterministic approach.


First published online: 14 Sep 2015

Keyword : mixed masonry, stone masonry, destructive test, non-destructive test, probabilistic model, masonry strength

How to Cite
Witzany, J., Čejka, T., Sýkora, M., & Holický, M. (2016). Assessment of compressive strength of historic mixed masonry. Journal of Civil Engineering and Management, 22(3), 391-400. https://doi.org/10.3846/13923730.2014.914088
Published in Issue
Mar 24, 2016
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