Research Article
Explosive Performance Assessment of Buried Steel Pipeline
Table 8
Specifications of models to investigate the effect of explosive weight.
| Case | Soil type | Diameter (cm) | Thickness (mm) | Pipe pressure (Psi) | Depth (m) | WTNT (kg) | Blast distance (m) |
| 1 | Clay | 100 | 14.3 | 250 (=1.732 MPa) | 2 | 10 | 0 | 2 | Hard sand | 10 | 3 | Soft sand | 10 | 4 | Clay | 20 | 5 | Hard sand | 20 | 6 | Soft sand | 20 | 7 | Clay | 30 | 8 | Hard sand | 30 | 9 | Soft sand | 30 | 10 | Clay | 3 | 10 | 11 | Hard sand | 10 | 12 | Soft sand | 10 | 13 | Clay | 20 | 14 | Hard sand | 20 | 15 | Soft sand | 20 | 16 | Clay | 30 | 17 | Hard sand | 30 | 18 | Soft sand | 30 | 19 | Clay | 4 | 10 | 20 | Hard sand | 10 | 21 | Soft sand | 10 | 22 | Clay | 20 | 23 | Hard sand | 20 | 24 | Soft sand | 20 | 25 | Clay | 30 | 26 | Hard sand | 30 | 27 | Soft sand | 30 |
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