Numerical Study on Effects of the Embedded Monopile Foundation on Local Wave-Induced Porous Seabed Response

Table 1

Input parameters.

Wave parameters		Unit
Wave height,	2.0, 3.0, 3.5, 4.0	m
Wave period,	4.0, 10.0	s
Water depth,	10.0	m
Seabed parameters
Thickness of seabed,	20.0	m
Density of pore fluid,	1.0 × 10^3	kg/m^3
Bulk modulus of water,	1.95 × 10^9	N/m^2
Density of soil,	2.65 × 10^3	kg/m^3
Soil porosity,	0.3	—
Degree of saturation,	0.975, 0.980, 0.985, 0.995	—
Soil permeability,	5 × 10^−5, 5 × 10^−4,; 5 × 10^−3, 5 × 10^−2	m/s
Shear modulus,	5 × 10^6	N/m^2
Poisson’s radio,	0.3333	—
Monopile parameters
Pile radius,	3.0	m
Pile length,	17.5	m
Embedded depth,	0, 5.0, 7.5, 10.0	m
Density of structure,	2.65 × 10^3	kg/m^3
Shear modulus,	5 × 10^9	N/m^2
Poisson’s radio,	0.3333	—