
January 22, 2018 In Uncategorised
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2013
This project involved constructing a new four lane, three span road-over-rail overpass bridge. To improve the soil properties and reduce settlement at the bridge abutments and approaches, Menard Oceania performed shallow soil mixing of approximately 2,680m3 (average depth 2m) in the structure zones and approximately 10,650m3 (average depth 1m) in the transition zones.

Techniques: Soil Mixing
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