Open AccessAPPROXIMATE ANALYTICAL SOLUTION OF MIXED PROBLEM OF SOIL ELASTICITY AND PLASTICITY THEORY AND ITS EXPERIMENTAL JUSTIFICATION
Author(s) -
Василий Подтелков,
Vasiliy Vladimirovich Podtelkov,
Оксана Богомолова,
Оксана Богомолова,
Дмитрий Павлов,
Dmitriy Pavlov,
Александр Богомолов,
Александр Богомолов,
O. B. Ermakov,
O. B. Ermakov
Publication year - 2016
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.12737/10988
Subject(s) - plasticity , elasticity (physics) , plasticity theory , mathematics , foundation (evidence) , bearing capacity , basis (linear algebra) , geotechnical engineering , mathematical analysis , geology , thermodynamics , physics , geometry , archaeology , history
The paper presents the basic correlations of the approximate analytical solution of mixed problem of soil elasticity and plasticity theory as well as the examples of the comparison of numeric values of the experiments’ results aimed at determining the load-bearing capacity of foundation beds and the form and dimensions of plastic strain ranges with the results obtained on its basis.