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  1. jeanb88

    Boussinesq - at rest pressure

    I face a strange problem when calculation the loads on a retaining wall. For example, if we have a soil with φ = 30° behind a wall, we would have an a rest pressure coefficient of K0 = 1 - sin φ = 0.5. If we have an infinitely extended surcharge of 50 kN/m² we would thus have 25 kN/m² lateral...

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