The invention discloses a simplified
analysis method for
pile-soil interaction of a large-
diameter single-
pile foundation, which belongs to the technical field of
offshore wind power and comprises the following steps: S1, acquiring
soil mechanics of a
seabed foundation in a target area and
pile body parameters of the large-
diameter single-pile foundation; s2, calculating a
soil stress-strain curve at the reference depth; s3, the rigidity type of the large-
diameter single-pile foundation is judged according to the pile-soil relative rigidity; s4, for the rigid or semi-rigid single pile foundation, determining the position of a base rotation point and the corresponding
effective action length of the base; s5, on the basis of the stress-strain curve and the soil body strength parameters at the rotating points, calculating the ultimate resistance
bending moment at the rotating points; s6, performing scaling
processing on the stress-strain curve, and constructing a substrate rotation nonlinear spring model at a rotation point; and S7,
coupling the base rotation nonlinear spring model with the pile side soil counter-force model to realize the prediction of the horizontal
bearing capacity of the large-diameter single pile foundation. The prediction precision of the horizontal
bearing capacity of the single pile can be improved.