Site Monitoring and Numerical Modelling of a Trial Embankment's Behaviour on Venice Lagoon Soils

Table 2

Soft soil creep/anisotropic creep model parameters.

layer	depth [m]	γ sat [kN/m^3]	γ [kN/m^3]	λ *	κ *	μ *	c [kN/m^2]	φ [°]	ψ [°]	ν
C	8–16	18.8	18	0.024	0.0048	0.0012	1	33	0	0.15
	19–45