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

Table 8

Soil correction coefficients [22].

Friction ratio/Rf (%)	Sand	Silt
	Rf ≤ 0.4	0.4 < Rf ≤ 0.9	Rf > 0.9
αp	1.0	0.60	0.45