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  1. Bgeob

    elastic settlement

    I'm designing a shallow foundation of 3X6m and with 900tons I have SPT and CPT values of the layered soil. The soil's first 0.3 m is sandy to silty sand, 1.7m clay, 0.2m silty clay to clay, 1m clay, o.5m silty clay to clay. There is no water table. Where do you think I should place the...

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