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

Table 3

Hardening soil model parameters.

layer	depth [m]	γ sat [kN/m^3]	γ [kN/m^3]	𝐸50 [kN/m^2]	𝐸oed [kN/m^2]	𝐸ur [kN/m^2]	c [kN/m^2]	φ [°]	ψ [°]	M
A	0–2	18.65	18.4	3·10^4	3·10^4	1.2·10^5	1	32	0	0.5
B	2–8	18.5	—	3·10^4	3·10^4	1.2·10^5	1	36	0	0.5
D	16–19	18.4	—	3·10^4	3·10^4	1.2·10^5	1	34	0	0.5
E	45–55	18.2	—	3·10^4	3·10^4	1.2·10^5	1	35	0	0.5
F	55–60	18	—	3·10^4	3·10^4	1.2·10^5	1	33	0	0.5