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  1. MerrimackCE

    Elastic Settlement Questions

    Im comparing elastic settlements of a 2'x2' shallow foundation on a medium dense sand with a unit weight of 109 lb/ft^3 and no groundwater within the 20' boring test; The three methods I'm using include Mayne and Poulos, Meyerhof, and Schmertmann... My issue is that I'm having a difficult time...

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