Experimental Evaluation of the Influence of Mortar’s Mechanical Properties on the Behavior of Clay Masonry

Abstract

This study aims to evaluate the influence of mortar’s mechanical properties on the behavior of clay masonry. Experimental studies were performed using prisms of clay blocks under axial compression. The clay units were produced with a clay from Tres Rios, Rio de Janeiro, Brazil and had compressive strength of 4.9MPa. Two mortar compositions were used, which had compressive strength of 94.7 and 50.4% of the clay blocks’ net area compressive strength. It was noticed a slight increase on the prism’s compressive strength with the increase of the mortars’ compressive strength and stiffness. Prisms made with flexible mortars had a ductile failure and collapsed under lower compressive stresses, while prisms made with stiff mortars resisted higher compressive stresses, but had a brittle failure, crushing the blocks. A very strong mortar is not recommended. Using more flexible mortars does not compromise the strength and stiffness of the masonry and prevents an excessively brittle failure of the structure.