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  • Users: pv163
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  1. pv163

    Sheet Pile Wall in varying soils

    Does anyone have a reference for sheet piling designs for the case of differing soil layers. I was given an analysis that concluded there is 10- ft of granular soil, 10 feet of organics,and then 10-ft of soil that has a phi value of 24 deg and c = 500. I was looking for examples of designs with...
  2. pv163

    Ground Anchors for Soldier Pile Wall

    What is a reasonable number for the maximum tension load on a tieback for a temporary soldier pile wall?
  3. pv163

    13th AISC Code Requirements for Shear Connection Ductility

    Does anyone have any references for finding the rotation of a double angle connection into the column web for a plate girder? Our consultant modeled the structure as a pinned structure but there are no expansion joints in the steel. So i started looking into the connection requirements. The code...

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