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Scenario 1: Thinner Piles Reduce Steel Usage and Freight
Scenario 2: Composite Foundation System Replaces WF Beam Pile
Scenario 3: Pile Driving Difficulties in Special Ground Conditions
Scenario 4: Corrosion Protection Design for Severe Environments
Scenario 5: External Texturing for Long Underground Piles
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Solutions

Solutions

Solutions

Thin galvanized H-section steel piles at a photovoltaic construction site

Thinner piles reduce steel usage and freight.

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Composite foundation system with H-section upright, circular hub and three angled anchor pipes

Composite foundation system replaces WF beam pile.

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H-steel pile with cast alloy pile tip in soil and gravel

Pile driving for special ground conditions.

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Galvanized and protective-coated steel section samples

Corrosion protection for severe environments.

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External texturing on a long underground pile

External texturing for long underground piles.

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