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Geo-mechanics classification of rock mass

Short answer

The Geomechanics Classification (RMR) by Bieniawski sums ratings of six parameters: intact rock strength, RQD, joint spacing, joint condition, groundwater, and orientation adjustment, yielding classes I–V. Other classification systems include RQD, Q-system, GSI, RSR, and RMi.

Describe the geo-mechanics classification of rock mass (mention the different rock mass classification systems).

The Geomechanics Classification is the Rock Mass Rating (RMR) system of Bieniawski (1973, updated 1989). It classifies a rock mass by adding the ratings of six parameters, so that engineers can estimate stand-up time, shear strength and the support needed.

Parameters

  1. Uniaxial compressive strength of intact rock (0 to 15)
  2. RQD (3 to 20)
  3. Spacing of discontinuities (5 to 20)
  4. Condition of discontinuities: persistence, aperture, roughness, infilling, weathering (0 to 30)
  5. Groundwater (0 to 15)
  6. Adjustment for orientation of discontinuities (0 to -12)

RMR=∑RMR = \sum ratings (0 to 100).

Classes

ClassRMRRock massStand-up time
I81 to 100Very good20 years (15 m span)
II61 to 80Good1 year (10 m span)
III41 to 60Fair1 week (5 m span)
IV21 to 40Poor10 hours (2.5 m span)
Vbelow 21Very poor30 minutes (1 m span)

Each class has a cohesion (from above 400 down to below 100 kPa), a friction angle (from above 45° down to below 15°) and a recommended excavation and support method (bolts, shotcrete, steel ribs).

Other rock mass classification systems

SystemAuthor and yearBasis
Rock loadTerzaghi, 1946Rock load on steel arches
Stand-up timeLauffer, 1958Span and unsupported time
RQDDeere, 1967Modified core recovery (pieces of 10 cm or more)
RSRWickham et al., 1972Rock structure rating
RMRBieniawski, 1973Six parameters
Q-systemBarton et al., 1974Six parameters (NGI)
GSIHoek, 1995Structure and surface condition
RMiPalmstrom, 1996Rock mass index

✓ Answer checked by Claude Opus 5.5 (high effort)

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