An EVP Double-Yield Nonstationary Flow Surface Model for Soft Clay

Table 2

Fundamental characteristic indexes of the Shantou dredger fill.

Maximum dry density	Optimum water content	Dry density	Effective cohesive strength	Effective internal friction angle	Specific gravity	Liquid limit	Plastic limit	Plasticity index
(g/cm^3)	(%)	(g/cm^3)	(kPa)	(°)	(%)	(%)	(%)
1.67	20.1	1.67	23	28.88	2.71	29.6∼36.1	13.2∼17.0	14.9∼19.1