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slab on grade supported on piles
This is my first time designing with piles, hence the questions.... Driven piles will be used, the geotech indicates the end bearing and skin friction. I have calculated the vertical capacity based on this. I haven't used void form before, how would you address this in your analysis? The...- hockeyball
- Post #5
- Forum: Structural engineering general discussion
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slab on grade supported on piles
Hi, Wondering if anyone has any advice on designing a slab on grade supported on piles (the prefab building is located on muskeg which will be removed and backfilled with fill approx. 3.0m. Under this will be clay.) Would you assume that the slab is structural and that it is supported only by...- hockeyball
- Thread
- Replies: 9
- Forum: Structural engineering general discussion
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Lifting Points
Looking for a good article on calculating lifting points when slinging modules (pipe racks c/w pipes). Thanks.- hockeyball
- Thread
- Replies: 0
- Forum: Structural engineering general discussion
