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

Authors

  • Gaynazarov Sultan National University of Uzbekistan named after Mirzo Ulugbek, dr. phys. - math., Professor of the Faculty «Applied Mathematics and Intellectual Technologies»
  • Rakhimdjanova Nodira National University of Uzbekistan named after Mirzo Ulugbek, 2nd year master student of the Faculty of «Applied Mathematics and Intellectual Technologies»

Keywords:

finite element method, Newmark method, Bate method, stiffness matrix, damping matrix, mass matrix.

Abstract

In 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.

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Published

2023-02-12

Issue

Vol. 13 (2023)

Section

Articles

How to Cite

NUMERICAL INVESTIGATION OF INTERACTION OF UNDERGROUND STRUCTURE (TUNNELS) WITH ELASTIC WAVES PROPAGATED IN GROUND MEDIUM. (2023). American Journal of Interdisciplinary Research and Development, 13, 124-129. https://ajird.journalspark.org/index.php/ajird/article/view/524