The design criteria evaluation for the rigidity of the structure foundation with various models for moving the grillage and head wall | Zendy

V. G. Degtyarev | Zendy; N V Kozhenko | Zendy; N A Bakhtamyan | Zendy

Open Access

The design criteria evaluation for the rigidity of the structure foundation with various models for moving the grillage and head wall

Author(s) -

V. G. Degtyarev,

N V Kozhenko,

N A Bakhtamyan

Publication year - 2020

Publication title -

iop conference series materials science and engineering

Language(s) - English

Resource type - Journals

eISSN - 1757-899X

pISSN - 1757-8981

DOI - 10.1088/1757-899x/913/2/022052

Subject(s) - structural engineering , foundation (evidence) , rigidity (electromagnetism) , stiffness , nonlinear system , engineering , head (geology) , base (topology) , geotechnical engineering , geology , mathematics , mathematical analysis , physics , archaeology , history , quantum mechanics , geomorphology

Taking into account the nonlinearity of the soil during geotechnical calculation, including modeling the base stiffness, makes it possible to correctly determine the structures’ stress-strain state (SSS), as well as to consider their work in the base – foundation – structure system.

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