The invention discloses a complex soft foundation waterscape miniature steel
pipe pile reinforcing method which comprises the following steps: accurately predicting a deformation value of a potential settlement area by fusing thickness distribution parameters, soil compression modulus and numerical
simulation, and comparing the deformation value with an
engineering safety threshold. When deformation exceeds the standard, an optimization
algorithm is adopted to adjust
pile foundation arrangement, optimized
pile foundation position parameters are generated, then connection node coordinates are extracted from the bottom plate structure model, and stress transmission efficiency and
load distribution uniformity are calculated. And if the uniformity is lower than a threshold value, a reinforcement configuration scheme is finally generated by iteratively updating a connection node
stiffness matrix, optimizing connection mechanism parameters, extracting
mechanical transmission path data, simulating long-term stability and evaluating the durability improvement degree. According to the method, multi-level parameter optimization and numerical
simulation are combined, so that the foundation stability and the
load distribution uniformity are ensured, and the
engineering durability and safety are remarkably improved.