IS 13365

: 2000

The quantitative classification system of rock mass-Guidelines, Part 3: Determination of slope mass rating

CurrentSpecializedGuidelinesBIMGeotechnical · Rock Mechanics
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This guideline provides a method for classifying rock mass slopes, known as the Slope Mass Rating (SMR) system. It builds upon the basic Rock Mass Rating (RMR) by applying adjustment factors related to the orientation of discontinuities relative to the slope face and the method of excavation. The final SMR value helps in assessing slope stability and suggesting appropriate support measures.

The quantitative classification system of rock mass-Guidelines, Part 3: Determination of slope mass rating

Quick Reference Values
SMR Class I (Very Good) Range> 80
SMR Class II (Good) Range61 - 80
SMR Class III (Fair) Range41 - 60
SMR Class IV (Poor) Range21 - 40
SMR Class V (Very Poor) Range< 21
F4 Adjustment for Natural Slope+15
F4 Adjustment for Poor Blasting-8
Key Formulas
SMR = RMR_basic + (F1 * F2 * F3) + F4 — Slope Mass Rating Calculation
Practical Notes
The SMR system is an empirical method; its results should always be validated with kinematic analysis and, where necessary, numerical modeling.
Accurate measurement of joint and slope orientation in the field is critical for a reliable SMR calculation.
The RMR_basic value used as input is obtained from IS 13365 (Part 1).