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Classification systems in slope stability analysis

Slope Mass Rating (SMR) Chinese Slope Mass Rating System (CSMR) Rock slope rating (RSR) Slope stability rating (SSR) classification system Dump mass rating. Classification systems in slope stability analysis. SMR = RMR + (F1 .F2 . F3) + F4.

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Classification systems in slope stability analysis

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  1. Slope Mass Rating (SMR) • Chinese Slope Mass Rating System (CSMR) • Rock slope rating (RSR) • Slope stability rating (SSR) classification system • Dump mass rating Classification systems in slope stability analysis

  2. SMR = RMR + (F1 .F2 . F3) + F4 The RMR is computed according to Bieniawski’s 1979 proposal,adding rating values for five parameters: • Strength of intact rock; • RQD (measured or estimated); • Spacing of discontinuities; • Condition of discontinuities; and • Water inflow through discontinuities Slope Mass Rating (SMR)

  3. F3 reflects the relationship between the slope face and the joint dip. F4 is a factor for the method of excavation. The adjustment factor for the method of excavation has been fixed empirically as follows: • Adjustment ratings for method of excavation (after Romana, 1995)

  4. Rock slope rating (RSR)

  5. Slope stability rating (SSR) classification system

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