Email this article Lateral Load Analysis of a Composite Pile
- Authors: Gotman A.L.1, Sokolov L.Y.2
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Affiliations:
- Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
- Bashkir Scientific-Research Civil Engineering Institute
- Issue: Vol 55, No 2 (2018)
- Pages: 103-109
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244159
- DOI: https://doi.org/10.1007/s11204-018-9510-8
- ID: 244159
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Abstract
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.
About the authors
A. L. Gotman
Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
Email: smfe@mail.ru
Russian Federation, Moscow
L. Ya. Sokolov
Bashkir Scientific-Research Civil Engineering Institute
Email: smfe@mail.ru
Russian Federation, Ufa
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