The invention discloses a method for evaluating wave-induced
seabed liquefaction susceptibility in an
extreme environment, and particularly relates to the technical field of ocean
geotechnical engineering. The method comprises the following steps: acquiring a multi-period wave
energy spectrum sequence, identifying abnormal energy abrupt
change points, constructing a disturbance-driven
shear stress disturbance field, generating a two-dimensional permeability response matrix in combination with
seabed microstructure parameters,
coupling to form a three-dimensional
shear stress-
permeability tensor, and further solving a disturbance-induced pore
pressure response function; then, constructing a
liquefaction triggering model by adopting
fractional Fourier transform, and outputting
liquefaction potential
density distribution; a liquefaction master control path is identified in combination with the distribution, a liquefaction susceptibility comprehensive index is constructed based on the alignment degree of the path, the geologic
horizon and the load direction, and liquefaction high-
risk area boundary demarcation is achieved; according to the method, disturbance characteristics, multi-
scale structure response and fractional domain modeling technologies are fused, and the method has the advantages of
high resolution, real response mechanism, accurate
risk identification and the like, and is suitable for
seabed liquefaction
risk assessment and
engineering safety design under extreme sea conditions.