A simplified version of the Bishop and Morgenstern slope-stability charts

Author:
  • GBG. E. Barnes
    G. E. Barnes
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Abstract
More critical values of the slope-stability coefficients, m and n, for effective stress analysis are given for a wide range of slope inclinations and values of the parameter c′/γH. The approach is also simplified by eliminating the need to choose from fixed depth factors. Key words: effective stress, slope stability, design charts.