Research Article
Explosive Performance Assessment of Buried Steel Pipeline
Table 7
Specifications of models to investigate the effect of pipe burial depth.
| | 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 | 2 | | 3 | Soft sand | 2 | | 4 | Clay | 3 | | 5 | Hard sand | 3 | | 6 | Soft sand | 3 | | 7 | Clay | 4 | | 8 | Hard sand | 4 | | 9 | Soft sand | 4 | | 10 | Clay | 2 | 20 | | 11 | Hard sand | 2 | | 12 | Soft sand | 2 | | 13 | Clay | 3 | | 14 | Hard sand | 3 | | 15 | Soft sand | 3 | | 16 | Clay | 4 | | 17 | Hard sand | 4 | | 18 | Soft sand | 4 | | 19 | Clay | 2 | 30 | | 20 | Hard sand | 2 | | 21 | Soft sand | 2 | | 22 | Clay | 3 | | 23 | Hard sand | 3 | | 24 | Soft sand | 3 | | 25 | Clay | 4 | | 26 | Hard sand | 4 | | 27 | Soft sand | 4 |
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