Rock mass rating

The lump ratings for each parameter makes it difficult for less experienced personnel to determine the RMR accurately.

[3] They have also developed a software "QuickRMR" based on the continuous functions to calculate RMR with quantitative inputs.

Rock Mass Rating RMR has found wide applications in various types of engineering projects such as tunnels, slopes, foundations, and mines.

Engineers informally classify rock structure into two general classifications: continuous homogenous isotropic linear elastic (what most geotechnical engineers would like to see) and discontinuous inhomogenous anisotropic non-elastic (what most in-situ rock masses actually are).

Moreover, the system was the first to enable estimation of rock mass properties, such as the modulus of deformation, in addition to providing tunnel support guidelines and the stand-up time of underground excavations.

[5] Recently, after over 40 years of use, renewed attention was paid to the RMR System because of its applications to the assessment of rock mass excavability (RME) and, especially, its direct correlation with the specific energy of excavation (SEE) for TBMs used effectively to detect changes in tunneling conditions, in real time, thus serving as a warning of adverse conditions as construction proceeds.

These equations may give a good estimate of modulus given the correct input data, however it is difficult to obtain reliable intact strength or intact modulus values from laboratory tests on samples from highly disturbed rock masses.

Input Chart for determining RMR parameter intact rock strength
Input Chart for determining RMR combined parameters RQD and discontinuity spacing
User Interface of QuickRMR-89
Output Chart for determining Stand Up Time for Tunnels as a function of RMR
Output Chart for determining rock mass deformability modulus Em as a function of RMR
Output Chart for determining rock mass strength as a function of RMR
Output Chart for estimating tunnel support as a function of tunnel span and RMR rating