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

Table 1

Physical parameters of the sample soil layers.

Layer	Soil	(%)	e	(cm^3)	WL (%)	WP (%)
1-1	Silty clay, silt	29.4	0.830	1.90	32.7	20.1
1-2c	Silty sand, silt	28.6	0.828	1.90	29.6	20.3
1–3	Silty sand	27.4	0.780	1.92	34.3	20.4
2-3	Silty fine sand	28.3	0.782	1.91	—	—