Backcalculation of Finite-Element Modeling Based on Field Measurements Results of Excavation in Steel Sheet Pile Walls

Table 2

Mechanical properties of the AZ13-pile and the L607K-pile used for numerical modeling.

Pile	I^eq; (cm^4/m)	EIyy; (kNm^2/m)	b (cm)	h (cm)	h^eq (cm)	E^eq (MPa)	Poisson; ratio	γ (kN/m^3)	Type of model	Type of behavior
AZ13	225,000	41,370	67	30.3	30	18,467.3	0.2	24	Linear elastic	Nonporous
L607K	710,000	147,260	60	43.5	44	13,574.6	0.2	24	Linear elastic	Nonporous