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Recent content by geomfr
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Toe and shaft area for steel H piles for drivability.
I am working with pile drivability analysis. I am in trouble selecting shaft area and toe area for H 12X74 piles. My question is: -What are the areas (toe and shaft) i should use in static analysis? -What are the areas (toe and shaft) i should use in (dynamic) drivability analysis...- geomfr
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- Forum: Foundation engineering
