A Study of the Load Stages by the Displacement of Mortars Composed of Ornamental Stone Residues by the Method of Squeeze Flow

The objective of this work is the study of mortars of multiple use incorporated by 'ornamental stones' residues (OSR), from the municipality of Cachoeiro de Itapemirim/ES. The materials used were: Portland cement type CP II, CP III and CP V, washed sand of the region and water. The sand of the mortars was replaced by percentages of 10, 30 and 60% of stone residue. Thus, using the squeeze flow method, the main stages of the load were evaluated by the displacement of the different compositions tested, the influence of the cement, and the influence of the velocities proposed by the method cited.