Lateral Load Analysis of a Composite Pile


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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.

作者简介

A. Gotman

Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.

Email: smfe@mail.ru
俄罗斯联邦, Moscow

L. Sokolov

Bashkir Scientific-Research Civil Engineering Institute

Email: smfe@mail.ru
俄罗斯联邦, Ufa

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