Research Article
Study on the Safety Evaluation Method of Life-Saving Passage in Building Ruins under the Action of Aftershock
Table 1
Ultimate bearing capacity, deformation, and mean value of wood shoring deformation (bearing capacity unit: kN; deformation unit: mm).
| | No. | Type | DC-1 | DC-2 | DC-3 | DC-4 | DC-5 | DC-6 |
| | Specimen-1 | UBC | 280.4 | 228.0 | 191.9 | 158.5 | 128.8 | 92.8 | | D ultimate | 168.1 | 156.5 | 144.8 | 126.4 | 100.2 | 86.2 |
| | Specimen-2 | UBC | 311.5 | 276.8 | 235.5 | 173.1 | 134.4 | 105.3 | | D ultimate | 188.2 | 175.2 | 159.8 | 138.9 | 112.4 | 79.5 |
| | Specimen-3 | UBC | 229.5 | 241.0 | 241.0 | 242.4 | 136.3 | 101.7 | | D ultimate | 171.2 | 178.3 | 149.5 | 150.2 | 110.2 | 88.5 |
| | Mean value | BC | 269.8 | 248.6 | 222.8 | 191.3 | 133.2 | 99.9 | | D ultimate | 175.8 | 170.0 | 151.4 | 138.5 | 107.6 | 84.7 | | No. | Type | 3D-1 | — | 3D-2 | — | 3D-3 | — |
| | Specimen-1 | UBC | 399.5 | — | 370.7 | — | 355.2 | — | | D ultimate | 189.6 | — | 178.2 | — | 170.6 | — |
| | Specimen-2 | UBC | 435.3 | — | 350.7 | — | 372.5 | — | | D ultimate | 200.3 | — | 181.3 | — | 188.2 | — |
| | Specimen-3 | UBC | 367.7 | — | 407.0 | — | 328.5 | — | | D ultimate | 185.2 | — | 197.5 | — | 152.3 | — |
| | Mean value | UBC | 401.5 | — | 376.1 | — | 352.1 | — | | D ultimate | 191.7 | — | 185.7 | — | 170.4 | — |
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