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  1. drewdavis2424

    Swell Pressure and Minimum Deadload for Foundation Design

    Hello all, I recently came across a situation where the bearing capacity of a site was 2,000 psf. However, based on the swell-consolidation test results the swell pressure (applied load on the swell-consolidation curve that prevents swelling) was 3,100 psf. Does this mean that my minimum site...

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