Selected Technique:
Vibro Compaction + Dynamic Compaction + Dynamic Replacement

Treatment Area:
1,6944m

Maximum Depth:
Dynamic Compaction 10m
Vibrocompaction 20m
Dynamic Replacement 20m

Service from Menard Canada was requested by Sullivan & Son to improve the ground under the future Canadian Armed Forces building located near Chemin de l’Aéroport, Bagotville, Quebec. The treatment area is 16,944 m2, including an overhang of 10m.

Ground Improvement was conducted, in Bagotville, Quebec

Ground Conditions

Based on Englobe’s geotechnical investigation and the soil profile was as follows:

• Profile 1 – Sand, trace of silt over a thickness of more than 20m
• Profile 2 – Sand, trace of silt and clear transition on clayey silt
• Profile 3 – Sand, trace of silt followed by a transitional layer of clayey silt and sand