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  1. sach4u1

    Drilled Pier with Frost Depth

    I have a drilled pier with a 3ft frost depth. The geotech report says that this depth should be neglected. I am trying to modify the pier with a concrete cap. Do I have to put this concrete cap below 3ft? Thanks.
  2. sach4u1

    No. of Blows per sq. ft

    Hi All, What parameters you can find if you know the blows per sq. ft? How do I find Undrained Cohesion(c) with the help of No. of Blows per sq. ft? Thank you.
  3. sach4u1

    Mat Foundation Question

    Ron, Just by posting a thread saying you are not allowed and all that crap, if you know how to solve this problem then let me know. You are not someone who tells others what to post. I am a structural engineer and the only thing I deal with is steel. I hardly do any foundations. This one was...
  4. sach4u1

    Mat Foundation Question

    I have a mat foundation below 3 piers located in a triangular pattern. I need to find minimum depth and steel required for the loading shown in the sketch. Any help would be great help. Thank you.
  5. sach4u1

    Easy way to find Pier Pad Capacity

    Hi all, I have a pier that has been modified. A square concrete cap was added to the top of the pier to take additional moment. The pier is 6' in dia. The concrete cap size is 20' square. What is the easiest way to find out the moment taken by the concrete cap? I know the lengthy procedure from...
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