Research Article
Critical Distance of the Seismic Waves’ Impact in Disintegration of Rock Blasting
Table 2
Summary of variability analysis results (Prob > F) with a 10-step shift of L distance.
| L (m) | ANOVA (probability for velocity component) | | | | |
| 0–80 | 0.0387 | 0.0067 | 0.0086 | 0.0094 | 0–100 | 0.036 | 0.0055 | 0.0083 | 0.0096 | 0–90 | 0.036 | 0.0055 | 0.0083 | 0.0096 | 0–75 | 0.0497 | 0.011 | 0.0089 | 0.0097 | 0–150 | 0.0684 | 0.0276 | 0.0159 | 0.0195 | 0–60 | 0.0542 | 0.0049 | 0.0506 | 0.0508 | 150–1500 | 0.0274 | 0.0841 | 0.2082 | 0.0516 | 0–70 | 0.1804 | 0.0508 | 0.0502 | 0.0548 | 0–40 | 0.13 | 0.023 | 0.07 | 0.08 | 0–200 | 0.1 | 0.0368 | 0.0885 | 0.0998 | 0–210 | 0.1 | 0.0368 | 0.0885 | 0.0998 | 0–220 | 0.1 | 0.0368 | 0.0885 | 0.0998 | 200–1500 | 0.3697 | 0.3656 | 0.2476 | 0.4026 | 210–1500 | 0.3697 | 0.3656 | 0.2476 | 0.4026 | 220–1500 | 0.3697 | 0.3656 | 0.2476 | 0.4026 | 70–1500 | 0.3696 | 0.444 | 0.5626 | 0.5028 | 80–1500 | 0.4209 | 0.4153 | 0.5948 | 0.5234 | 100–1500 | 0.4408 | 0.4523 | 0.6134 | 0.5388 | 90–1500 | 0.4408 | 0.4523 | 0.6134 | 0.5388 |
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