The unadjusted RMR of a tunnel roof is 64. A single joint set exists in the roof as shown in the figure. 
Using the abridged RMR table for adjustment orientation, the RMR is _______ (in integer)
The given values are:
The unadjusted RMR of the tunnel roof is \( 64 \).
The dip of the joint is \( 40^\circ \), which falls within the range of \( 20^\circ \) to \( 45^\circ \).
The tunnel is driven in the direction with respect to the joint.
Step 1: Identifying the adjustment for joint dip.
According to the RMR adjustment table:
For a joint dip between \( 20^\circ \) and \( 45^\circ \), the adjustment rating is \( -2 \) when the tunnel is driven with the dip.
Step 2: Adjustment for the orientation of the tunnel.
The tunnel is driven in the same direction as the joint dip, meaning the adjustment rating is \( -2 \).
Step 3: Calculate the final RMR. To calculate the final RMR, we subtract the adjustment from the unadjusted RMR: \[ {Final RMR} = 64 - 2 - 8 = 54 \] Conclusion: The adjusted RMR of the tunnel roof is \( \mathbf{54} \).
| Feature in mine plan | Symbol | ||
| P | shaft | 1 | ![]() |
| Q | staple shaft | 2 | ![]() |
| R | Abandoned shaft | 3 | ![]() |
| S | Abandoned staple shaft | 4 | ![]() |
