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  • Users: madc
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  1. madc

    CBR correlations

    I want to obtain in-situ CBR values in ground that is likely to comprise +20mm material. Does anyone know of any in-situ tests that could be used instead and then correlated back to a CBR value?
  2. madc

    Railway loading in slope stability problems

    I am carrying out a slope stability analysis for a railway embankment. I want to model the loading of the trains but am not sure if a point load is the most appropriate to use. Someone has suggested using seismic loading? Does anyone have any thoughts? Thanks in advance.

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