Lateral Load Analysis of a Composite Pile
- Авторлар: Gotman A.L.1, Sokolov L.Y.2
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Мекемелер:
- Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
- Bashkir Scientific-Research Civil Engineering Institute
- Шығарылым: Том 55, № 2 (2018)
- Беттер: 103-109
- Бөлім: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244159
- DOI: https://doi.org/10.1007/s11204-018-9510-8
- ID: 244159
Дәйексөз келтіру
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.
Авторлар туралы
A. Gotman
Gersevanov Research Institute of Foundations and Underground Structures, Stroitelstvo Corp.
Email: smfe@mail.ru
Ресей, Moscow
L. Sokolov
Bashkir Scientific-Research Civil Engineering Institute
Email: smfe@mail.ru
Ресей, Ufa
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