Compattazione dinamica (per consolidamento terreni)
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The Dynamic Compaction Technique achieves deep ground densification using the dynamic effects of high energy impacts resulting from the drop of large pounders. The technique was invented and developed by Mr. Louis MENARD. Since the late 60's, Geopac has applied this technique to thousands of sites for very different types of structures and conditions (port and airport platforms, heavy storage, buildings, landfills...).

The basic principle behind the technique consists in the transmission of high energy waves through a compressible soil layer in order to improve at depth its geotechnical properties. Dynamic Compaction is usually associated with an intensive in-situ testing program in order to verify that the required improvement has been achieved.

Dynamic Compaction is applicable in any type of granular soils. This technique is particularly well-adapted to non-organic heterogeneous fill, made ground and reclamation areas with variable characteristics, even with the presence of large blocks. Dynamic Compaction is effective in both unsaturated and saturated soils below the water table.