GEOTECHNOLOGY
Original Paper
UDC 622.013.3 19© D.A. Tsyupa, 2023
ISSN 0041-5790 (Print) • ISSN 2412-8333 (Online) • Ugol’ – Russian Coal Journal, 2023, № 8, pp. 96-100
DOI: http://dx.doi.org/10.18796/0041-5790-2023-8-96-100
Title
METHODOLOGICAL AND METHODOLOGICAL COMPONENTS OF THE PROCEDURE FOR PREDICTIVE ASSESSMENT OF DEFORMATIONS AND DISPLACEMENTS IN THE FIELD OF INTERRELATED INFLUENCE OF UNDERGROUND MINING OPERATIONS
Authors
Tsyupa D.A.1
1National Research University of Science and Technology (MISIS), Moscow, 119049, Russian Federation
Authors Information
Tsyupa D.A., Mining engineer, candidate of the Department "Construction of Underground Structures and Mining Enterprises"of the Mining Institute, e-mail: sps@misis.
Annotation
In the field of geomechanical calculations, it is proposed to use models with the so-called double hardening, based on the implementation of finite element approximation and analysis procedures. Their preference in comparison with the Coulomb-Mohr model representation is due to more accurate results of the coincidence of the final resulting mathematical modeling data compared with experimental experimental data. The use of the above components in the implementation of the algorithmic approach of this model representation allows us to legitimately interpret the picture of the emerging geomechanical situation: - this interpretation is associated with the emergence and formation of hardening zones based on isotropic compression, which is a consequence of the complex manifestation of processes in its contour from isotropic shear and compression with their simultaneous manifestations. The presence of these fragments makes it possible to determine quantitative values and trace the nature of the distribution of plastic deformations, as well as the size of this zone.
Keywords
Geomechanical situations, Mathematical modeling, Elastic plastic deformation, Tunnel structures, Finite element method, Underground construction technologies.
References
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For citation
Tsyupa D.A. Methodological and methodological components of the procedure for predictive assessment of deformations and displacements in the field of interrelated influence of underground mining operations. Ugol’, 2023, (8), pp. 96-100. (In Russ.). DOI: 10.18796/0041-5790-2023-8-96-100.
Paper info
Received July 1, 2023
Reviewed July 14, 2023
Accepted July 26, 2023
