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  1. 23gskf

    Back analysis for FOS

    A steep embankment (about 38deg and 23m high) made of sand + sandstone spalls is to be assessed for stability. EFCP and boring indicated initial medium dense sand+cobbles up to 5m and then dense with sandstone boulders. In theory material is cohesionless, but there seems to be apprent cohesion...

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