• Introduction

  • Definition of the Problem

  • Strength of the Intact Rock

  • An Empirical Failure Criterion for Rock

  • Characteristics of Empirical Criterion

  • Triaxial Data For Intact Rock

  • Assumptions Included in Empirical Failure Criterion

  • Shear Strength of Discontinuities

  • Strength of Schistose Rock

  • Failure of Jointed Rock Masses

  • Estimating the Strength of Jointed Rock Masses

  • Examples of Application of Rock Mass Strength Estimates in Engineering Design

  • Conclusion

  • Acknowledgements

  • Appendix 1. Determination of Material Constants for Empirical Failure Criterion

  • Appendix 2. Sarma Non-vertical Slice Method for the Analysis of Slope Failure on Surfaces of General Shape

  • Vote of Thanks

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