Investigation of p-y Behaviors of a Cyclic Laterally Loaded Pile in Saturated Silty Sand

Table 5

Backcalculated subgrade modulus and curve-fitting parameters for static p-y curves.

Soil conditions	(kN/m^2)
Loose state (Dr = 40%)	155.49	1.30	8.82	0.96
Medium-dense (Dr = 70%)	570.22		10.87
Dense state (Dr = 90%)	827.51		14.33