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 conditionLinear correlation coefficientLinear regression equation

10.733VCV = 5.581  + 413.637
20.320
30.554
40.816VCV = 2.151  + 478.194
50.478
60.968VCV = 3.064  + 458.956
70.816VCV = 2.379  + 489.890
80.256