Deep Foundations / Piles Ductile Iron Piles PROJECT CHALLENGES The project team was faced with providing a cost- effective deep foundation support solution (supporting both compression and tension loads) on a site with soil conditions consisting of up to 8 feet of variable, debris fill. The fill was underlain by soft to stiff silt and sandy silt to depths of 22 feet followed by a medium dense to dense sand layer. Shale bedrock was enc

Join for free to read