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  1. jmurphy

    Long Concrete Tanks-Design Reference?

    Does anyone know of a reference that has design guidance for long concrete tanks? PCA's "Rectangular Concrete Tanks" only goes up to a b/a (length/wall height) of 4.0. Or should any wall with a b/a > 4 be designed as a canteliver? Thanks,
  2. jmurphy

    Dam Slope Stability Analysis-Sat. and Unsat. soil parameters

    I have completed a slope stability analysis on a water storage dam (40' fill, 3:1 side slopes, silty clay) using Geoslope, which uses finite element analysis and accounts for pore water pressure based on a seepage analysis. I have recieved a response back from reviewers stating that the soils...

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