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Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction
The long-term stability of coal mine roadway engineering is critical to the safe mining of coal resources and the protection of the surface environment. In this paper, the creep test of coal samples in coal roadway was carried out by multi-stage constant load method, and the test results showed that...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9741233/ https://www.ncbi.nlm.nih.gov/pubmed/36497994 http://dx.doi.org/10.3390/ijerph192315920 |
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author | Zhang, Qiming Wang, Enyuan Ding, Zeng |
author_facet | Zhang, Qiming Wang, Enyuan Ding, Zeng |
author_sort | Zhang, Qiming |
collection | PubMed |
description | The long-term stability of coal mine roadway engineering is critical to the safe mining of coal resources and the protection of the surface environment. In this paper, the creep test of coal samples in coal roadway was carried out by multi-stage constant load method, and the test results showed that when the stress level was low, the creep curve had a attenuated stage and a steady-state stage, and the steady-state creep rate tended to increase with the increase in the stress level; When the stress level was higher than the yield stress, the creep rate curve appeared to have an acceleration stage after the steady-state stage. The instability failure mode of the coal sample was mainly shear failure with local tension failure. For this, a New Fractional-order Nonlinear Viscoelastic-plastic Rheological Model (NFNVRM) was established by introducing Abel elements and Nonlinear elements, and the constitutive equation of the model was deduced. The new model can fully reflect the stable decay stage and accelerated rheological stages of coal samples, and the parameter identification curve was consistent with the experimental results, which verifies the correctness and reasonableness of the NFNVRM. Meanwhile, based on the FLAC3D secondary development interface, the constitutive equations of the NFNVRM were written into the software to obtain new Dynamic Link Library (DLL) files. The simulation results were consistent with the experimental results when the DLL file was called. Finally, the NFNVRM.dll was applied to predict the surrounding rock deformation of an S mine. The study’s findings offer suggestions for environmental protection. |
format | Online Article Text |
id | pubmed-9741233 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-97412332022-12-11 Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction Zhang, Qiming Wang, Enyuan Ding, Zeng Int J Environ Res Public Health Article The long-term stability of coal mine roadway engineering is critical to the safe mining of coal resources and the protection of the surface environment. In this paper, the creep test of coal samples in coal roadway was carried out by multi-stage constant load method, and the test results showed that when the stress level was low, the creep curve had a attenuated stage and a steady-state stage, and the steady-state creep rate tended to increase with the increase in the stress level; When the stress level was higher than the yield stress, the creep rate curve appeared to have an acceleration stage after the steady-state stage. The instability failure mode of the coal sample was mainly shear failure with local tension failure. For this, a New Fractional-order Nonlinear Viscoelastic-plastic Rheological Model (NFNVRM) was established by introducing Abel elements and Nonlinear elements, and the constitutive equation of the model was deduced. The new model can fully reflect the stable decay stage and accelerated rheological stages of coal samples, and the parameter identification curve was consistent with the experimental results, which verifies the correctness and reasonableness of the NFNVRM. Meanwhile, based on the FLAC3D secondary development interface, the constitutive equations of the NFNVRM were written into the software to obtain new Dynamic Link Library (DLL) files. The simulation results were consistent with the experimental results when the DLL file was called. Finally, the NFNVRM.dll was applied to predict the surrounding rock deformation of an S mine. The study’s findings offer suggestions for environmental protection. MDPI 2022-11-29 /pmc/articles/PMC9741233/ /pubmed/36497994 http://dx.doi.org/10.3390/ijerph192315920 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Zhang, Qiming Wang, Enyuan Ding, Zeng Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title | Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title_full | Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title_fullStr | Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title_full_unstemmed | Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title_short | Research on the Creep Model of Deep Coal Roadway and Its Numerical Simulation Reproduction |
title_sort | research on the creep model of deep coal roadway and its numerical simulation reproduction |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9741233/ https://www.ncbi.nlm.nih.gov/pubmed/36497994 http://dx.doi.org/10.3390/ijerph192315920 |
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