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  1. soilhokie

    Calculating Surcharge height

    The amount of fill going on my site is 2.5 feet and should cause up to 1.5 inches of settlement. Column loadings are up to 132k and wall loadings are up to 7.2 klf, with bearing pressures of 2000 psf. Some of the elastic settlements I get from column loading are up to 3 inches. I want to...

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