Liquefiable Ground Treatment Using Cruciform Section Probe Resonant Compaction Method: A Case Study in the Xitong Expressway, Eastern China

Table 5

Percentage of clay particles in the Xitong expressway.

Depth (m)	Percentage of clay particle (%)
	#1	#2	#3	#4	#5	#6	#7
2.0–2.3	9.3	7.8	9.9	8.4	8.9	9.8	9.5
3.5–3.8	6.5	9.1	7.2	5.9	7.8	8.6	9.6
5.0–5.3	2.3	2	2.5	0.6	1.9	2.7	2.1
6.5–6.8	1.2	1.4	0.4	0.9	1.2	1.1	2.3
8.0–8.3	1.4	0.3	1.4	1.2	1.5	2.1	0.8
9.5–9.8	2.5	2.1	1.8	0.4	2.1	2.2	1.5
11.0–11.3	2.4	2.3	1.5	2.9	2.3	0.9	0.7
12.5–12.8	2.8	3	2.9	2.4	2.9	2.4	2.4
14.0–14.3	1.4	2.1	1.4	0.8	1.2	1.6	1.6
15.5–15.8	—	—	—	0.8	1.2	1.6	0.7