In this scenario, the tunnel wall becomes unstable when the tunnel axis is parallel to the strike of the beds, and the beds dip between 45° and 60°.
The steep dip of the beds leads to a redistribution of stress, increasing the likelihood of failure. The unstable conditions occur because:
When tunneling in dipping bedrock formations, special support measures are required to counteract these instability effects. In this case, tunnel failure is most likely when:
\[ \mathbf{Tunnel\ Axis \parallel Strike, \quad 45^\circ - 60^\circ \ Dip} \]
Proper reinforcement techniques, such as rock bolting and lining, are crucial to maintaining tunnel stability.
Group I | Group II |
P. Sillimanite | 1. First order |
Q. Quartz | 2. Second order |
R. Muscovite | 3. Greater than third order |
S. Calcite | 4. Third order variegated |