The invention discloses a
pile-soil interaction prediction
analysis method based on
machine learning, and belongs to the technical field of
foundation engineering. The method comprises the following steps: establishing a
pile-soil variable parameter sample by adopting a Latin
hypercube sampling method, modeling the parameter sample by adopting a numerical
simulation method to obtain a stress deformation value of a
pile body corresponding to the parameter sample, and performing
sensitivity analysis on an input variable and a demand variable by adopting a Lasso method to reduce the dimension ofthe input variable; dividing the parameter samples into K parts with equal quantity for
cross validation; establishing a BP neural
network model based on an L-M
algorithm, defining the number of neurons of the
hidden layer within a certain range for cyclic traversal operation, determining the optimal number of neurons of the
hidden layer by comparing training errors, and predicting the stress deformation of the pile body by using the trained neural
network model. The method has the advantages of being clear in analysis process, high in reliability and high in efficiency, and a theoretical basis is provided for design and application of the pile foundation.