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  1. Ned_Geo

    Safe distance for loading beyond crest of a slope

    Long time lurker, first time poster, so any help is appreciated... I'm looking at an existing slope/gully which is essentially marginally stable, both on inspection and when analysing (FOS = 1.0 roughly). We've been asked to provide indication of a safe 'set-back distance' from the crest of the...

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