Settlement Characteristics of Split Grouting Pile Composite Foundation in Loess Areas

Table 4

Heavy-duty touch record table.

Point location	Number of hammer blows required to descend the i-th 10 cm			Average value	R (kPa)
	i = 1	i = 2	i = 3
1	3	2	3	2.67	119.81
2	2	2	2	2	95.72
3	2	2	4	3	131.68
4	2	3	4	2.67	119.81
5	2	2	4	2.67	119.81