Lateral Load Analysis of a Composite Pile

Аннотация

Based on the results of full-scale experiments, specifics of the behavior of a single-pile foundation in the form of a pyramidal-prismatic composite pile subject to lateral load have been established. Both "rigid" and "flexible" behavioral schemes were considered. A lateral load analysis procedure for a single-pile foundation in the form of a pyramidal-prismatic composite pile is presented. The calculation accuracy was evaluated by comparing the calculated and experimental data.