The non-destructive technique of ultrasound recognition in other materials, however, their use in soils need several studies. The aim of this study was to correlate the modules of dynamic and static elasticity of compacted soil-cement panels. It was concluded that the VUP is directly related to compaction energy, the direction of reading achievement, density and moisture of the panels, being necessary to consider these factors to assess the behavior of the soil compacted with ultrasound.