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

Table 1

Material properties of the prototype pile and model pile used in this study.

	Scale factor	Prototype	Model (λ = 15)
Outside diameter (mm)	λ	450	30
Length (mm)	λ	21,000	1,400
Embedded depth (mm)	λ	14,250	950
Thickness (mm)	λ	40	2
Elastic modulus (GPa)	λ	210	70
Flexural rigidity (Nm^2)	λ ^4.5	2.29E + 4	1.19E − 1