Enviar artigo por via de e-mail Lateral Load Analysis of a Composite Pile
- Autores: Gotman A.L.1, Sokolov L.Y.2
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Afiliações:
- Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
- Bashkir Scientific-Research Civil Engineering Institute
- Edição: Volume 55, Nº 2 (2018)
- Páginas: 103-109
- Seção: 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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Resumo
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.
Sobre autores
A. Gotman
Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
Email: smfe@mail.ru
Rússia, Moscow
L. Sokolov
Bashkir Scientific-Research Civil Engineering Institute
Email: smfe@mail.ru
Rússia, Ufa
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