Effect of Turbine Weight on the Seismic Response of a Wind Turbine-Monopile System Located in Liquefied Multilayer Soil

Table 4

Maximum acceleration and pore pressure from FE analysis and experiments.

Parameter	Depth (m)	Experimental results	FE analysis results	Difference between FE analysis and experiment
Maximum acceleration	1.4∼1.5	0.42 g	0.38 g	−9.5
	5.5∼5.6	0.28 g	0.32 g	+14.3
Lateral displacement (cm)	Pile cap	20	17	−15