Lateral Load Analysis of a Composite Pile
- 作者: Gotman A.L.1, Sokolov L.Y.2
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隶属关系:
- Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
- Bashkir Scientific-Research Civil Engineering Institute
- 期: 卷 55, 编号 2 (2018)
- 页面: 103-109
- 栏目: 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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详细
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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