Open AccessDETERMINATION OF REINFORCED FOUNDATION STRESSES, PRESTRESSING TENDONS AND THE DISTANCE BETWEEN THEM
Author(s) -
Bogdan Korchevskiy,
AUTHOR_ID,
Artur Shevchenko,
AUTHOR_ID
Publication year - 2021
Publication title -
sučasnì tehnologìï, materìali ì konstrukcìï v budìvnictvì
Language(s) - English
Resource type - Journals
eISSN - 2311-1437
pISSN - 2311-1429
DOI - 10.31649/2311-1429-2021-1-28-33
Subject(s) - foundation (evidence) , settlement (finance) , reinforcement , structural engineering , geotechnical engineering , elasticity (physics) , anisotropy , deformation (meteorology) , engineering , materials science , computer science , composite material , physics , law , world wide web , payment , quantum mechanics , political science
The article compares the reinforced foundation settlement stresses as a result of field testing andthe calculated settlement stresses obtained by using the theory of reinforcement elasticity ofanisotropic half-plane in terms of mechanics, which proved the possibility of calculating thesettlement using classical methods and determining the deformation of anisotropic foundations ofsoils and reinforcement parameters.