Table 2 The design condition of the field test.
From: Field test and numerical research on explosion crater in calcareous sand
Test | Depth (m) | The scaled depth (m/kg1/3) | Test | Depth (m) | The scaled depth (m/kg1/3) |
|---|---|---|---|---|---|
BE1 | 0.03 | 0.18 | BE8 | 0.17 | 0.99 |
BE2 | 0.05 | 0.29 | BE9 | 0.19 | 1.11 |
BE3 | 0.07 | 0.41 | BE10 | 0.21 | 1.23 |
BE4 | 0.09 | 0.53 | BE11 | 0.23 | 1.35 |
BE5 | 0.11 | 0.64 | BE12 | 0.33 | 1.93 |
BE6 | 0.13 | 0.76 | BE13 | 0.35 | 2.05 |
BE7 | 0.15 | 0.88 | BE14 | 0.37 | 2.16 |