Research Article
Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology
| Working condition | Thickness (cm) | Machinery (t) | Roller strips | Wheel track number | Measuring points number | Filler |
| 1 | 60 | 26 | 4 | 1 | 11 | A : B = 2 : 5 | 2 | 70 | 26 | 6 | 1 | 10 | A : B = 2 : 5 | 3 | 70 | 26 | 4 | 1 | 16 | A : B = 2 : 4 | 4 | 60 | 26 | 5 | 1 | 11 | A : B = 2 : 4 | 5 | 70 | 26 | 4 | 1 | 11 | B | 6 | 60 | 26 | 6 | 1 | 11 | B | 7 | 60 | 26 | 6 | 1 | 11 | A | 8 | 70 | 26 | 5 | 1 | 11 | A |
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