Investigation of the deformation of reinforced structures interacting with soils

Within the framework of the proposed methodology for calculating the processes of interaction of elastic-plastic structures with soils of complex physical nature, based on the use of defining ratios connecting the increments of true stresses and deformations, a calculation is made of the stress-stra...

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Bibliographic Details
Published in:Journal of physics. Conference series 2019-02, Vol.1158 (2), p.22019
Main Authors: Balafendieva, I S, Baytemirov, A A, Berezhnoi, D V, Galimullin, I A, Notfullina, I K, Sachenkov, A A, Yakushev, R S
Format: Article
Language:English
Subjects:
Deformation
Mathematical analysis
Road beds
Soil investigations
Soil structure
Soils
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Summary:Within the framework of the proposed methodology for calculating the processes of interaction of elastic-plastic structures with soils of complex physical nature, based on the use of defining ratios connecting the increments of true stresses and deformations, a calculation is made of the stress-strain state of the lining of the underground tunnel and located in the immediate vicinity of the ventilator unit erecting over them a roadbed.
ISSN:1742-6588
1742-6596
DOI:10.1088/1742-6596/1158/2/022019