Effect of Cyclic Loading on the Lateral Behavior of Offshore Monopiles Using the Strain Wedge Model

Table 1

Summary of the partial functions and a list of the material constants for the tested sand [7].

Function	Material constants
		10^−4
		3.4 10^−4
		0.55
		6.0 10^−5
		0.43
		100 kPa
		2.0
		0.54
		0.874
, if polarization = constant