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Helical Pile
BRIEF CASE FACTS
Client:
G.C.:
EllisDon Corporation
Geotechnical:
Coffey
Structural:
Stantec
Piles:
588 Chance Helical Piles
Loadings:
Compression Load: 890kN (200 kips)
Tension Load: 712kN (160 kips)
Challenges:
Woodstock General Hospital
Woodstock, ON, Canada
A proposed hospital in Woodstock, Ontario was to be constructed and required the foundation to resist compression, tension and lateral loads during a seismic event. The design team, including EBS, evaluated the loading and soils information and determined that helical piles were the most cost efficient option.
Compression Load: 890kN (200 kips)
Tension Load: 712kN (160 kips)
Depth: 4.6 to 9 metres
Total Number of Helical Piles: 588
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