The invention provides a foundation
pile low-strain reflection wave
method test method, and belongs to the technical field of
pile foundation detection. The method comprises the following operation steps: S1, building a column-bearing platform-
pile soil
system three-dimensional dynamic model under a rectangular coordinate
system according to an elastic theory; s2, a pile, a bearing platform, a column, soil around the pile and soil at the bottom of the pile are regarded as isotropic linear elastomers, physical power is not considered, and
system dynamic response is solved based on an elastic
wave equation; s3, analyzing the influence of different excitation force positions and different vibration
pickup positions on the speed response curve; s4, verifying the
correctness of the theoretical model by comparing the numerical calculation curve with the actual measurement curve, and applying the theoretical model to
engineering practice to assess the completeness of the foundation pile. Through three-dimensional theoretical innovation, test technology optimization and
engineering verification, the accuracy, reliability and practicability of low-strain detection of the column-bearing platform-pile system are comprehensively improved; an effective technical solution is provided for foundation pile integrity evaluation under complex conditions, and the method has important theoretical value and
engineering application prospects.