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  1. Alex_1

    Lateral Pressure due to Point Load Equation Discrepancies

    Please see my revised post with parameters included for my scenario.
  2. Alex_1

    Lateral Pressure due to Point Load Equation Discrepancies

    I am using two equations that give completely different solutions for lateral pressure due to point load. Equation 1 is based on Boussinesq's solution from Foundation Engineering Handbook edited by Hsai-Yang Fang 1991. Equation 2 is from NAVFAQ and Caltrans Trenching and Shoring Manual 2011...
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