Aspects of the Joint Operation of a Ring Foundation and a Soil Bed with Zones of Inhomogeneity Present


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Abstract

Maximum allowable tank bed settlement values are determined with due regard for structural steel metalwork stiffness when an inhomogeneous zone is present in the bed. A Drucker-Prager model for linear elastic-plastic materials is used in the article to simulate an inhomogeneous zone, and is implemented in the ANSYS finite-element model program package.

About the authors

A.A. Tarasenko

Tyumen’ Industrial University

Email: smfe@mail.ru
Russian Federation, Tyumen’

P.V. Chepur

Tyumen’ Industrial University

Email: smfe@mail.ru
Russian Federation, Tyumen’

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