NUMERICAL INVESTIGATION OF INTERACTION OF UNDERGROUND STRUCTURE (TUNNELS) WITH ELASTIC WAVES PROPAGATED IN GROUND MEDIUM

dc.contributor.authorGaynazarov Sultan
dc.contributor.authorRakhimdjanova Nodira
dc.date.accessioned2025-12-28T18:07:19Z
dc.date.issued2023-02-12
dc.description.abstractIn this article considers a dynamic method for calculating the analysis of an underground structure (tunnels) interacting with the soil environment. On the basis of numerical simulation, a diffraction pattern for an underground structure (tunnels) was constructed.
dc.formatapplication/pdf
dc.identifier.urihttps://ajird.journalspark.org/index.php/ajird/article/view/524
dc.identifier.urihttps://asianeducationindex.com/handle/123456789/10136
dc.language.isoeng
dc.publisherJournals Park Publishing
dc.relationhttps://ajird.journalspark.org/index.php/ajird/article/view/524/505
dc.sourceAmerican Journal of Interdisciplinary Research and Development; Vol. 13 (2023); 124-129
dc.source2771-8948
dc.subjectfinite element method, Newmark method, Bate method, stiffness matrix, damping matrix, mass matrix.
dc.titleNUMERICAL INVESTIGATION OF INTERACTION OF UNDERGROUND STRUCTURE (TUNNELS) WITH ELASTIC WAVES PROPAGATED IN GROUND MEDIUM
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Article

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