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Individual-portal support with a pre-tensioned canopy for a coal mine roadway junction Cover

Individual-portal support with a pre-tensioned canopy for a coal mine roadway junction

Open Access
|Sep 2024

Abstract

This paper presents an alternative model of individual-portal support structure with a pre-tensioned canopy for coal mine roadway junctions in the geological and mining conditions of underground mines in Vietnam. The aim of the research is to determine the bearing capacity of the individual-portal support structure with various configuration. For this purpose, an analysis of the rock mass behaviour around the three-way roadway junction was carried out using the difference element method-based programme (FLAC3D). Additionally, other analysis of the bearing capacity of the selected individual-portal support structure was also conducted using the finite element method-based programme (COSMOS/M). The geological and mining conditions of Vietnamese mines were taken into account during performing these analyses. Based on the results, the optimal individual-portal support structure was proposed for the roadway junctions driven in the geological and mining conditions of underground mines in Vietnam.

DOI: https://doi.org/10.2478/sgem-2024-0021 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 283 - 301
Submitted on: Apr 22, 2024
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Accepted on: Jun 4, 2024
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Published on: Sep 23, 2024
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2024 Marek Rotkegel, Phu Minh Vuong Nguyen, Duc Hai Duong, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.