Email this article Regulation of the Stress-Strain State of Combined Strip Pile Foundation Beds
- Authors: Pronozin Y.A.1, Stepanov M.A.1, Volosyuk D.V.1
-
Affiliations:
- Tyumen’ State Architectural and Civil Engineering University
- Issue: Vol 53, No 3 (2016)
- Pages: 174-179
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244031
- DOI: https://doi.org/10.1007/s11204-016-9382-8
- ID: 244031
Cite item
Open Access
Access granted
Subscription Access
Abstract
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.
About the authors
Ya. A. Pronozin
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Russian Federation, Tyumen’
M. A. Stepanov
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Russian Federation, Tyumen’
D. V. Volosyuk
Tyumen’ State Architectural and Civil Engineering University
Email: smfe@mail.ru
Russian Federation, Tyumen’
Supplementary files
