Numerical Study of Wave- and Current-Induced Oscillatory Seabed Response near a Fully Buried Subsea Pipeline

Table 2

Parameters used in the second validation.

Wave period (T)	1.2 s
Wave height (H)	0.1 m
Soil permeability (ks)	3.75 × 10^−5 m/s
Shear modulus ()	8.28 × 10^6 Pa
Poisson’s ratio (μ)	0.3
Soil porosity (n)	0.369
Degree of saturation (Sr)	0.98