Parameter a. In the Hoek - Brown failure criterion the parameter a varies belween 0.5 to 0.66 for intact rock to poor quality rock. In this paper it is proposed to use Eq. (7) that allows the parameter to vary between 0.6 to 1.0 with changes in Nf. Those numbers were based on the non linear strength envelope of highly fractured rock like rockfill that has an a parameter between 0.63 to 0.89 Indraratna [1993].
3.1 ROCK MASS STRENGTH BASED ON BIENIAWSKPS ROCK MASS RATING SYSTEM RMR„
The basie parameters used in Bieniawski's Rock Mass Rating (RMRB) system are:
• Strength of Intact Rock er,,
• Drill Core Quality RQD
• Spacing of discontinuity
• Condition of Discontinuities (based on discontinuity length, aperture width, roughness, infill type and thickness of the weathering)
• Ground Water
If RMRb is used as a Rock Mass Classification system, the IV/and Nc parameters must be calculated using Eq. (9) and (10) Nf = (RQDmlng + Spacing raling - 8^ (9)
Nc = Discontinuity _ Condition rating (10)
Nf would be in the rangę of 0 to 40 points and Nc in the rangę of 0 to 30.
N=30 for Bieniawski's system.
3.2 ROCK MASS STRENGTH BASED ON LAUBSCHER’S ROCK MASS RATING SYSTEM RM R,.
The basie parameters used in Laubscher’s [1990] Rock Mass Rating (RM/?/Jsystem are:
• Strength of Intact Rock oci
• Drill Core Quality RQD
• Space Discontinuity
• Fracture Frequency
• Condition of Discontinuity (Joint Condition)
The system provides two ways to assess the fracturing. RQD and Space Discontinuity can be used together or, instead Fracture Frequency can be used. In both cases the rating varies from 0 to 40.
For joint condition the rating varies from 0 to 40.
The parameter A^can be calculated using Eq. (11) or (12), the parameter Nc is calculated using Eq. (13).
Nf = RQDmmg + Spacing raling (11)
Nf - Fracture _ Freąuencyrali (12)
Nc = Discontinuity _ Condition raljng (13)
N/Could be in the rangę of 0 to 40 and Nc could be in the rangę of 1 to 40