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Emergency Structure and Slope Stabilization

Location
Toronto, Ontario

A slope failure occurred exposing the rear section of a residential structure. Access was limited to the rear of the structure and the actual slope was steep and work had to be completed with minimal disruption. Vertical helical piles and horizontal helical anchors were installed and attached to the existing structure to prevent movement. Slope stabilization was achieved by the installation of helical soil nails into the slope.

Tension Load: 200kN (45 kips)
Depth: 6.5 Metres
Total Number of Helical Piles: 205