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

Table 2

K8 test condition table.

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