Regulation of the Stress-Strain State of Combined Strip Pile Foundation Beds
- Autores: Pronozin Y.A.1, Stepanov M.A.1, Volosyuk D.V.1
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Afiliações:
- Tyumen’ State Architectural and Civil Engineering University
- Edição: Volume 53, Nº 3 (2016)
- Páginas: 174-179
- Seção: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244031
- DOI: https://doi.org/10.1007/s11204-016-9382-8
- ID: 244031
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Resumo
A way is examined of creating a specified stress-strain state in a pile foundation soil bed by pre-stressing the soil mass. Dependencies are presented for soil bed deformability and settlement on process parameters of bed pre-stressing by a combined foundation and the degree of its loading. The efficiency of pre-stressing to regulate foundation settlement is determined.
Sobre autores
Ya. Pronozin
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Rússia, Tyumen’
M. Stepanov
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Rússia, Tyumen’
D. Volosyuk
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Rússia, Tyumen’
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