Selected Technique:
Dynamic Compaction


Treatment Area:

11,106 m²


Maximum Depth:

6 m


After having carried out the improvement of the soils by Dynamic Compaction with blocks of sand under the foundations and under the slabs on the ground as part of the construction of the factory in 2015, the expansion of the freezer portion in 2017, another phase in 2020 for two new production lines at its factory, a phase of expansion of the freezer – storage portion in 2021 and an expansion in September 2022. Menard Canada proposed the same process for this new expansion of a surface area of 11,106 m2 in order to improve the silty/clayey nature of the soils.

Ground Conditions

In the absence of geotechnical drilling on the 2023 and subsequent work portion, Menard Canada carried out a total of six Cone Penetration Tests (CPT) drillings in the subsequent expansion portion and one investigative drilling in the 2023 expansion portion in order to verify that the soil profile did not differ from the other phases. The soil profiles were as follows:

Compact sand with a little silt up to approximately 2.5 m deep;

  • A silt containing a little clay, with a little sand to silty, very loose, up to depths varying from 4 to 5.5 m
  • Compact sand with some silt until the end of drilling between 5.50m and 8.50m depth.
  • The water table was discovered at a depth of 5.5m.p

Menard Canada Solution

After the soils were locally excavated, they were replaced with MG112 sand at the foundations and in a pattern under the slab. Dynamic compaction was carried out using a high-energy 4-stage crawler crane. The drop height was adjusted close to the gas line.
The CPT tests made it possible to verify that the required bearing capacity of 150 kPa for the foundations and 25 kPa for the slab as well as differential and maximum settlements of 19mm and 25mm respectively.

Ground Improvement Being Conducted, in Plessisville, Quebec

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