Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019)

Stressed Deformed Condition of Base Foundation in the Model of Hard-Linear-Deformable Soil Ground

Authors
O.N. Osipova, V.P. Dyba, G.M. Skibin, M.P. Matvienko, M.V. Udychak
Corresponding Author
O.N. Osipova
Available Online August 2019.
DOI
https://doi.org/10.2991/isees-19.2019.90How to use a DOI?
Keywords
base yielding; structural strength; compressible depth; hard-linear deformable soil model.
Abstract

The article justifies the need to take into account the structural strength of soils in the calculations of the base foundations yielding, as well as limiting the depth of the compressible thickness of the base by the value of the structural soil strength. The concept of the depth of the compressible thickness of the base, according to the authors of the article, is a necessary condition for the creation of a model of a linear deformable soil base. A hard-linear deformable model of the soil environment is proposed, within the framework of which the boundary-value problem is solved. Analytic functions of a complex variable for the Kolosov- Muskhelishvili equations are found. Based on the model of a hard-linear deformable soil, the analytical studies of the effect of the structural strength of soils on the value of base foundation have are conducted, and the calculation procedure is given. For example, selected typical soils of the Rostov region with characteristic physic and mechanical properties are studied. In the course of the solution of the problem, the dependence of precipitation of the base foundation on the structural strength of the soil was obtained. The obtained results are analyzed, conclusions are made.

Copyright
© 2019, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019)
Series
Atlantis Highlights in Material Sciences and Technology
Publication Date
August 2019
ISBN
978-94-6252-769-0
ISSN
2590-3217
DOI
https://doi.org/10.2991/isees-19.2019.90How to use a DOI?
Copyright
© 2019, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - O.N. Osipova
AU  - V.P. Dyba
AU  - G.M. Skibin
AU  - M.P. Matvienko
AU  - M.V. Udychak
PY  - 2019/08
DA  - 2019/08
TI  - Stressed Deformed Condition of Base Foundation in the Model of Hard-Linear-Deformable Soil Ground
BT  - Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019)
PB  - Atlantis Press
SP  - 364
EP  - 367
SN  - 2590-3217
UR  - https://doi.org/10.2991/isees-19.2019.90
DO  - https://doi.org/10.2991/isees-19.2019.90
ID  - Osipova2019/08
ER  -