On one approach to the numerical modeling of the strain-stress state of layered rock mass

According to the principle of virtual work for a system of elastic layers, a semi-analytical scheme for constructing the finite-dimensional analog of the variational equation was developed based on the well-known analytical solution in the Fourier series for a single layer. The solution of a test pr...

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Main Authors: Sergey Yurevich Lobanov, Alexander Baryakh
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2019-05-01
Series:Fracture and Structural Integrity
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Online Access:https://www.fracturae.com/index.php/fis/article/view/2499
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author Sergey Yurevich Lobanov
Alexander Baryakh
author_facet Sergey Yurevich Lobanov
Alexander Baryakh
author_sort Sergey Yurevich Lobanov
collection DOAJ
description According to the principle of virtual work for a system of elastic layers, a semi-analytical scheme for constructing the finite-dimensional analog of the variational equation was developed based on the well-known analytical solution in the Fourier series for a single layer. The solution of a test problem shows that the constructed numerical procedure of mathematical modeling ensures fairly accurate calculations and highly effective computer-aided realization. It was demonstrated that the proposed semi-analytical scheme for constructing the finite-dimensional analog of the variational equation can be effectively used for the assessment of safety conditions of the potash salt development within the Upper Kama salt deposit.
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institution Kabale University
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publisher Gruppo Italiano Frattura
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series Fracture and Structural Integrity
spelling doaj-art-473d4daa555b487aa90b23fdc3fe6e572025-01-02T23:01:28ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932019-05-011349On one approach to the numerical modeling of the strain-stress state of layered rock massSergey Yurevich Lobanov0Alexander Baryakh1Mining Institute of the Ural Branch of the Russian Academy of SciencePerm Federal Research Center of Ural Branch of Russian Academy of Science, director, corresponding member of Russian Academy of Science, RussiaAccording to the principle of virtual work for a system of elastic layers, a semi-analytical scheme for constructing the finite-dimensional analog of the variational equation was developed based on the well-known analytical solution in the Fourier series for a single layer. The solution of a test problem shows that the constructed numerical procedure of mathematical modeling ensures fairly accurate calculations and highly effective computer-aided realization. It was demonstrated that the proposed semi-analytical scheme for constructing the finite-dimensional analog of the variational equation can be effectively used for the assessment of safety conditions of the potash salt development within the Upper Kama salt deposit.https://www.fracturae.com/index.php/fis/article/view/2499Mathematical modelingFinite elementsStrainsStressesRocks
spellingShingle Sergey Yurevich Lobanov
Alexander Baryakh
On one approach to the numerical modeling of the strain-stress state of layered rock mass
Fracture and Structural Integrity
Mathematical modeling
Finite elements
Strains
Stresses
Rocks
title On one approach to the numerical modeling of the strain-stress state of layered rock mass
title_full On one approach to the numerical modeling of the strain-stress state of layered rock mass
title_fullStr On one approach to the numerical modeling of the strain-stress state of layered rock mass
title_full_unstemmed On one approach to the numerical modeling of the strain-stress state of layered rock mass
title_short On one approach to the numerical modeling of the strain-stress state of layered rock mass
title_sort on one approach to the numerical modeling of the strain stress state of layered rock mass
topic Mathematical modeling
Finite elements
Strains
Stresses
Rocks
url https://www.fracturae.com/index.php/fis/article/view/2499
work_keys_str_mv AT sergeyyurevichlobanov ononeapproachtothenumericalmodelingofthestrainstressstateoflayeredrockmass
AT alexanderbaryakh ononeapproachtothenumericalmodelingofthestrainstressstateoflayeredrockmass