Pavement structure rehabilitation and slope stabilization

Client
Municipalité de Sainte-Germaine-Boulé
Period
June 12, 2025 – September 25, 2025
Location
Sainte-Germaine-Boulé, Abitibi-Témiscamingue

A section of chemin J.-Alfred-Roy, which leads to the 4e and 5e Rangs, about 1.5 km north of the intersection with rue des Coopérants, was hit by a slope failure and ground subsidence that damaged the pavement structure and closed the road.

The study includes geotechnical investigations by drilling, a characterization, the design of a stabilizing berm and the preparation of the plans and technical specifications.

  • Geotechnical engineering
  • Slope stability
  • Pavements
Pavement collapsed in the slope failure, road closed with traffic cones and an excavator on site
After the landslide
Cross-section of the numerical model: new pavement structure, riprap armour and filter at the toe of the slope
Cross-section of the numerical model after stabilization and rehabilitation

What the mandate includes

The steps of the mandate, from the first investigation to the final deliverable.

  1. Geotechnical borehole investigations

    To identify the soils under the road and in the slope, and understand the landslide.

  2. Characterization

    Analysis of the samples to describe the soils in place.

  3. Design of a stabilizing berm

    Numerical model of the slope and design of the berm that stabilizes it.

  4. Plans and technical specifications

    For the construction of the berm and the rehabilitation of the pavement structure.

How a berm stabilizes a slope

A berm is a mass of soil or rock placed at the toe of a slope. Its weight counteracts the movement of the soil and increases the stability of the slope.

The cross-section of the numerical model shows the selected solution: a new pavement structure, riprap armour and a filter at the toe of the slope.

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