Research Article
Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology
Table 4
Linear correlation between the
mean and the VCV mean.
| Working condition | Linear correlation coefficient | Linear regression equation |
| 1 | 0.733 | VCV = 5.581 + 413.637 | 2 | 0.320 | — | 3 | 0.554 | — | 4 | 0.816 | VCV = 2.151 + 478.194 | 5 | 0.478 | — | 6 | 0.968 | VCV = 3.064 + 458.956 | 7 | 0.816 | VCV = 2.379 + 489.890 | 8 | 0.256 | — |
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