Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by scairns

  1. scairns

    Bearing Stress between Pile and Pile Cap

    But can you consider the concrete confined if it is pushing against newspaper or debris in the pile? I can see the concrete being well confined if the pipe is clean and fully filled with concrete. Thanks again. ================================== Steve Cairns, M.A.Sc, P.Eng. Halsall Associates...
  2. scairns

    Bearing Stress between Pile and Pile Cap

    Thanks for the responses. I've seen on a number of jobs the addition of a concrete plug, but i'm not entirely sure how it works. If the concrete is poured in the pipe, and it shrinks slightly (as concrete does) how is the friction developed between the smooth surface of the pile and the...
  3. 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...

Part and Inventory Search