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analytical support for h/3 setback requirements
My apologies for jumping over from the EE forum with what may be a dumb question. We are designing a deep pile foundation in layered sandstone and my geotech engineer, who is very experienced in this area, says we could use piles as shallow as 10 feet into the competent rock. The city wants...- howiestover
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- Replies: 10
- Forum: Slope stability engineering
