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

Table 2

Strain amplitudes along the pile derived from Figure 8 for different lateral cyclic loads of the pile and different numbers of cycles (unit: 10⁻⁴).

Depth (m)
	25%		50%		75%
	5	2.08	2.05	4.16	3.67	5.49	4.55
15	1.87	1.63	3.49	2.97	5.11	4.27
25	0.84	0.83	2.00	1.77	2.68	2.28
35	0.30	0.31	0.97	0.85	2.01	1.67