Research Article
Explosive Performance Assessment of Buried Steel Pipeline
Table 3
The value of the reduction coefficient.
| Reduction coefficient (n) | Soil type |
| 1.5 | Saturated clay | 2.5 | Semisaturated clay and silt | 2.5 | Very dense sand (dry or wet) | 2.75 | Dense sand (dry or wet) | 3 | Loose sand (dry or wet) | 3.25 | Very loose sand (dry or wet) |
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