Table 2 State variable weight vector.
Index | K1# | K2# | K3# | K4# | K5# | K6# |
|---|---|---|---|---|---|---|
Earthquake | 0.8 | 0.8 | 0.85 | 0.9 | 0.85 | 0.9 |
Debris flow | 0.95 | 0.85 | 0.95 | 0.85 | 0.85 | 0.9 |
Extreme weather | 0.55 | 0.6 | 0.8 | 0.9 | 0.9 | 0.8 |
Bad geological structure | 0.45 | 0.45 | 0.25 | 0.35 | 0.8 | 0.4 |
Water burst | 0.98 | 0.99 | 0.9767 | 0.9667 | 0.98 | 0.97 |
Formation condition | 0.5 | 0.35 | 0.35 | 0.45 | 0.8 | 0.55 |
Tunnel instability | 0.718 | 0.69 | 0.65 | 0.67 | 0.73 | 0.71 |
Underpass line | 0.95 | 0.95 | 0.95 | 0.85 | 0.8 | 0.75 |
Geological exploration inaccuracy | 0.93 | 0.91 | 0.94 | 0.87 | 0.92 | 0.84 |
Support structure problem | 0.75 | 0.55 | 0.8 | 0.85 | 0.8 | 0.85 |
Backfill and grouting are not up to standard | 0.85 | 0.9 | 0.8 | 0.85 | 0.85 | 0.9 |
TBM driving deviation | 0.85 | 0.9 | 0.9 | 0.95 | 0.85 | 0.85 |
The cutter head system fault | 0.65 | 0.85 | 0.9 | 0.9 | 0.75 | 0.8 |
Transmission system fault | 0.85 | 0.85 | 0.9 | 0.95 | 0.8 | 0.9 |
Propulsion system fault | 0.85 | 0.9 | 0.85 | 0.85 | 0.9 | 0.85 |
The grouting system fault | 0.85 | 0.85 | 0.9 | 0.75 | 0.8 | 0.85 |
Improper maintenance of equipment | 0.7 | 0.75 | 0.75 | 0.75 | 0.8 | 0.75 |
Hypoxia and poisoning | 0.95 | 0.9 | 0.95 | 0.85 | 0.9 | 0.85 |
Equipment injury | 0.9 | 0.95 | 0.9 | 0.95 | 0.9 | 0.95 |
Fire hazard | 0.75 | 0.9 | 0.9 | 0.9 | 0.85 | 0.85 |
Management system is not perfect | 0.8 | 0.75 | 0.75 | 0.85 | 0.8 | 0.8 |
Management mechanism problem | 0.75 | 0.8 | 0.85 | 0.8 | 0.85 | 0.85 |
Organization and coordination problem | 0.75 | 0.75 | 0.65 | 0.85 | 0.8 | 0.8 |