Prediction Method for Overconsolidation Ratio of Marine SoftSoil Based on the Piezocone Penetration Tests

Table 2

Information summary of test input parameters.

Locations	References	Input parameters
		β	Λ	Cone tip angle	Cone bottom area	Nkt	Internal friction angle of soil
Busan, South Korea	Singh and Chung [23]	0.6	1.0	60°	15 cm^2	11.0	29°
St. Marcel, Canada	Lefebvre and Langlois [24]	0.6	1.0	60°	10 cm^2	11.25	26°