Engineering, 16.04.2020 02:20 mvasquez3122p4vahv
A 2.0 m wide continuous foundation is placed at 1.5 m depth in a saturated clay where cu 40 kN/m2 and y 18.5 kN/m2. At 2.0 m below the ground level, this clay layer is underlain by a stiffer clay where c-60 kN/m2 and y 19.0 kN/m3 What would be the maximum wall load allowed with FS 3?
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A 2.0 m wide continuous foundation is placed at 1.5 m depth in a saturated clay where cu 40 kN/m2 an...
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