Parameters Value Unit
Strength of intact rock material (UCS): MPa
Rock Quality Designation (RQD): %
Spacing of discontinuities: mm
Condition of discontinuities:
  • 1.Very rough surface. Not continous. No separation. Unweathered wall rock.
  • 2. Slightly rough surfaces. Separation < 1 mm. Slightly weathered walls.
  • 3. Slightly rough surfaces. Separation < 1 mm. Highly weathered walls.
  • 4. Slickensided surfaces. Or Gouge < 5 mm thick. Or Separation 1-5 mm continous.
  • 5. Soft gouge > 5 mm Or Separation > 5 mm continous.
Ground water in joint:
  • 1. Completely dry, 2. Damp, 3. Wet, 4. Dipping, 5. Flowing
Slope dip direction:
Joint dip direction:
Slope dip :
Joint dip:
Mode of failure:
  • (P=Plane failure, T=Toppling failure)
Method of excavation:
  • (1.Natural slope, 2.Presplitting, 3.Smooth blasting, 4.Blasting or Mechanical, 5.Defficient blasting)

Geomechanical Classification for Slope report

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