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  • Users: scairns
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  1. scairns

    Bearing Stress between Pile and Pile Cap

    Greetings! I'm currently working on a job where we will be driving 9 5/8" OD x 0.472" pipe piles (open-ended) to refusal on bedrock at a depth varying from 3m to 23m. We have been given a safe design working load of 900kN/pile from our geotechnical consultant. As the piles are going...

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