2015
DOI: 10.3846/13923730.2014.914088
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Assessment of Compressive Strength of Historic Mixed Masonry

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 th… Show more

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Cited by 7 publications
(2 citation statements)
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“…In that case, compressive strength decreased dramatically in dependence on growing perlite content—from 28.8 MPa of reference up to 0.1 MPa in the case of fully substituted traditional aggregate with perlite. In studies aimed to assess the compressive strength of old/historic brick and mixed masonries presented by, e.g., Sykora et al [ 54 ], Matysek et al [ 55 ] and Witzany et al [ 56 ], mean compressive strength values around 20 MPa, but also in some cases decreasing up to 5.0 MPa [ 56 ] or 3.5 MPa [ 55 ] (with dependence on the used experimental technique and, in particular, the homogeneity of tested structures), were reported. In this context, waste aggregate filled concretes with a content reaching up to 25 vol.% could be considered as a good alternative to mixed masonries reaching average compressive strength values of about 20 MPa.…”
Section: Resultsmentioning
confidence: 99%
“…In that case, compressive strength decreased dramatically in dependence on growing perlite content—from 28.8 MPa of reference up to 0.1 MPa in the case of fully substituted traditional aggregate with perlite. In studies aimed to assess the compressive strength of old/historic brick and mixed masonries presented by, e.g., Sykora et al [ 54 ], Matysek et al [ 55 ] and Witzany et al [ 56 ], mean compressive strength values around 20 MPa, but also in some cases decreasing up to 5.0 MPa [ 56 ] or 3.5 MPa [ 55 ] (with dependence on the used experimental technique and, in particular, the homogeneity of tested structures), were reported. In this context, waste aggregate filled concretes with a content reaching up to 25 vol.% could be considered as a good alternative to mixed masonries reaching average compressive strength values of about 20 MPa.…”
Section: Resultsmentioning
confidence: 99%
“…Suitable material selection, proper stability testing, and ample knowledge of the properties of the materials are important factors for determining the durability and life cycle of a building [44]. This is particularly important when introducing new materials for building façades because building façades are highly vulnerable to defects [45,46].…”
Section: Introductionmentioning
confidence: 99%