Table 14 Judgement matrix for evaluation objects.
(a) | Natural geological condition | Tunnel characteristic parameter | Safety management of construction | Â | Â |
|---|---|---|---|---|---|
Natural geological condition | 1 | 3 | 2 | Â | Â |
Tunnel characteristic parameter | 1/3 | 1 | 1/2 | Â | Â |
Safety management of construction | 1/2 | 2 | 1 | Â | Â |
(b) | Classification of surrounding rock (B1) | Groundwater abundance (B2) | Fault width (B3) | Fold width (B4) | Hazardous gas (B5) |
|---|---|---|---|---|---|
Classification of surrounding rock (B1) | 1 | 2 | 1/2 | 2 | 4 |
Groundwater abundance (B2) | 1/2 | 1 | 1 | 1 | 1/2 |
Fault width (B3) | 3 | 1 | 1 | 1 | 1/2 |
Fold width (B4) | 1/2 | 1 | 1 | 1 | 2 |
Hazardous gas (B5) | 1/4 | 2 | 2 | 1/2 | 1 |
(c) | Excavation span(B6) | Tunnel burial depth(B7) | Excavation method (B8) | Â | Â |
|---|---|---|---|---|---|
Excavation span (B6) | 1 | 4 | 1/2 | Â | Â |
Tunnel buried depth (B7) | 1/4 | 1 | 1/4 | Â | Â |
Excavation method(B8) | 2 | 4 | 1 | Â | Â |
(d) | Support measures (B9) | Safety management (B10) | Â | Â | Â |
|---|---|---|---|---|---|
Support measures (B9) | 1 | 3 | Â | Â | Â |
Safety management (B10) | 1/3 | 1 | Â | Â | Â |