The incompressible pile draft and bearing capacity when interacting with surrounding and underlying soils, taking into account their linear and elastic-plastic properties

The article presents the formulation and solution of the interaction problem of a long incompressible pile with a two-layer base, taking into account the linear and elastic-plastic properties of the surrounding and underlying soils and when interacting with the pile cap by an analytical method. The...

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Bibliographic Details
Published in:IOP conference series. Materials Science and Engineering 2019-12, Vol.698 (2), p.22041
Main Authors: Ter-Martirosyan, Z G, Angelo, G O, Ter-Martirosyan, A Z
Format: Article
Language:English
Subjects:
Computational fluid dynamics
Elastic properties
Pile bearing capacities
Pile caps
Plastic properties
Soils
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Summary:The article presents the formulation and solution of the interaction problem of a long incompressible pile with a two-layer base, taking into account the linear and elastic-plastic properties of the surrounding and underlying soils and when interacting with the pile cap by an analytical method. The studies show that the interaction with the surrounding soil involves a limited amount of soil mass in the form of a thick-walled soil cylinder containing a pile.
ISSN:1757-8981
1757-899X
DOI:10.1088/1757-899X/698/2/022041