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Author:
Marc Gallagher
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2003-01-29 |
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Greetings, Does anyone have experience driving pipe piles into decomposed rock for high capacities (specifically mica schist in NYC). The rock is 50 to 100+ blows per 6" penetration with a split spoon. Contractor is looking to get 150-200T design loads but is concerned with creep. Looking for actual load test experience if possible.... Thanks, Marc
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