Open AccessThe 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.