Regulation of the Stress-Strain State of Combined Strip Pile Foundation Beds


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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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