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Recent content by CritterJoe
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Side Friction in Limestone
Hi Everyone, I've been trying to find the correct equations to use to determine side friction in Limestone in a Karstic Environment with a 30" dia. drilled shaft. Initial tests show an RQD of 50% and qu = 5000 psi. Any insight on the correct formulas to use would be great. I've referenced...- CritterJoe
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- Replies: 4
- Forum: Foundation engineering
