z-logo
open-access-imgOpen Access
Nonlinearity account in the foundation soils when calculating the piled rafts of buildings and constructions
Author(s) -
O. G. Degtyareva,
T. I. Safronova,
Ivan Rudchenko,
Igor Aleksandrovich Prikhodko
Publication year - 2019
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/698/2/022015
Subject(s) - foundation (evidence) , geotechnical engineering , soil water , nonlinear system , linearity , geology , engineering , soil science , physics , law , political science , quantum mechanics , electrical engineering
Non-linearity account of the soil at a geotechnical calculation allows looking after the plastic strains in the overstress places.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here