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An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions

The surrounding rock is in the initial stress state before the tunnel excavation, and it undergoes the stress redistribution to reach the secondary stress state after the tunnel excavation. The surrounding rock is not only the main load source but also is an important part of the load bearing struct...

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Autores principales: Li, Guofeng, Li, Ning, Bai, Yue, Yang, Min
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8921244/
https://www.ncbi.nlm.nih.gov/pubmed/35289332
http://dx.doi.org/10.1038/s41598-022-08353-3
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author Li, Guofeng
Li, Ning
Bai, Yue
Yang, Min
author_facet Li, Guofeng
Li, Ning
Bai, Yue
Yang, Min
author_sort Li, Guofeng
collection PubMed
description The surrounding rock is in the initial stress state before the tunnel excavation, and it undergoes the stress redistribution to reach the secondary stress state after the tunnel excavation. The surrounding rock is not only the main load source but also is an important part of the load bearing structure. Once the stress of some zone in the surrounding rock exceeds the strength of the rock mass, the part surrounding rock will enter into a state of plasticity or failure. Analytical solution is the most powerful mean to analyze this kind of underground cavern engineering problems. However, the existing solutions can not directly or simultaneously obtain the secondary stress field and excavation disturbance displacement field that we are concerned about. The implicit approximate solution cannot be degenerated to an accurate axisymmetric expression for the most existing non-axisymmetric elastic–plastic solutions. Therefore, this paper derives the elastic solution of a circular tunnel under the condition of the non-axisymmetric external load with the radial and shear inner loads. On this basis, the new elastic–plastic solution and the plastic zone radius equation of the circular tunnel under the conditions of the non-axisymmetric external load with radial inner load are derived. It can directly obtain the secondary stress field and excavation disturbance displacement field, and can degenerate to an accurate axisymmetric expression. The distribution characteristics of the analytical solution are in good agreement with the numerical test results, indicating that the new solution can provide a relatively accurate theoretical basis for the analysis and research of tunnel engineering.
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spelling pubmed-89212442022-03-16 An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions Li, Guofeng Li, Ning Bai, Yue Yang, Min Sci Rep Article The surrounding rock is in the initial stress state before the tunnel excavation, and it undergoes the stress redistribution to reach the secondary stress state after the tunnel excavation. The surrounding rock is not only the main load source but also is an important part of the load bearing structure. Once the stress of some zone in the surrounding rock exceeds the strength of the rock mass, the part surrounding rock will enter into a state of plasticity or failure. Analytical solution is the most powerful mean to analyze this kind of underground cavern engineering problems. However, the existing solutions can not directly or simultaneously obtain the secondary stress field and excavation disturbance displacement field that we are concerned about. The implicit approximate solution cannot be degenerated to an accurate axisymmetric expression for the most existing non-axisymmetric elastic–plastic solutions. Therefore, this paper derives the elastic solution of a circular tunnel under the condition of the non-axisymmetric external load with the radial and shear inner loads. On this basis, the new elastic–plastic solution and the plastic zone radius equation of the circular tunnel under the conditions of the non-axisymmetric external load with radial inner load are derived. It can directly obtain the secondary stress field and excavation disturbance displacement field, and can degenerate to an accurate axisymmetric expression. The distribution characteristics of the analytical solution are in good agreement with the numerical test results, indicating that the new solution can provide a relatively accurate theoretical basis for the analysis and research of tunnel engineering. Nature Publishing Group UK 2022-03-14 /pmc/articles/PMC8921244/ /pubmed/35289332 http://dx.doi.org/10.1038/s41598-022-08353-3 Text en © The Author(s) 2022 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Article
Li, Guofeng
Li, Ning
Bai, Yue
Yang, Min
An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title_full An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title_fullStr An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title_full_unstemmed An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title_short An new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
title_sort new elastic–plastic analytical solution of circular tunnel under non-axisymmetric conditions
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8921244/
https://www.ncbi.nlm.nih.gov/pubmed/35289332
http://dx.doi.org/10.1038/s41598-022-08353-3
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