Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology

Table 5

Analysis of the results of continuous compaction of VCV values at the K8 station.

Working condition	N − 1th pass		Nth pass		ΔVCV (kN/m)	Remark
	VCV mean (kN/m)	Standard deviation (kN/m)	VCV mean (kN/m)	Standard deviation (kN/m)
1	539.4	2.56	539.0	2.22	−0.4	n = 4
2	546.9	2.70	546.9	1.92	0	n = 6
3	552.0	1.88	552.1	2.07	0.1	n = 4
4	529.4	2.33	533.8	2.71	4.4	n = 5
5	534.3	1.98	536.3	1.98	2	n = 4
6	538.6	6.02	543.0	0.67	4.4	n = 6
7	540.5	1.77	545.5	3.59	5	n = 6
8	543.3	3.75	545.0	2.36	1.7	n = 5