Assessment of Compressive Behavior of Concrete Masonry Prisms Partially Filled by General Mortar

AbstractThe usage of general mortar for embedding and partially filling units in masonry prisms was evaluated through compressive tests. Filled and unfilled prisms were tested to verify the differences in their compressive behavior. Four mortar mixes with three water/cement ratios for each mix were...

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Veröffentlicht in:	Journal of materials in civil engineering 2014-10, Vol.26 (10)
Hauptverfasser:	Haach, Vladimir G, Vasconcelos, Graça, Lourenço, Paulo B
Format:	Artikel
Sprache:	eng
Schlagworte:	Assessments Cements Compressive strength Deformation effects Masonry Mathematical models Mortars Prisms Technical Papers
Online-Zugang:	Volltext
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