Research Article
Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology
Figure 6
values and their corresponding VCV values among different compaction degrees. (a) WC 1; (b) WC 2; (c) WC 3; (d) WC 4; (e) WC 5; (f) WC 6; (g) WC 7; (h) WC 8.
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(b) |
(c) |
(d) |
(e) |
(f) |
(g) |
(h) |