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A novel method to calculate pressure on the twin-tunnel in layered strata
Tunnel pressure from the surrounding rocks plays a critical role for the safety of tunnel. The existing methods for calculate twin-tunnel pressure supposed that the tunnel is buried in a uniform soil layer. This work presents detailed equations of an analytical method to calculate the twin-tunnel pr...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Elsevier
2020
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7658573/ https://www.ncbi.nlm.nih.gov/pubmed/33209589 http://dx.doi.org/10.1016/j.mex.2020.101126 |
_version_ | 1783608701665411072 |
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author | Lyu, Hai-Min Shen, Shui-Long Zhou, Annan Chen, Ke-Lin |
author_facet | Lyu, Hai-Min Shen, Shui-Long Zhou, Annan Chen, Ke-Lin |
author_sort | Lyu, Hai-Min |
collection | PubMed |
description | Tunnel pressure from the surrounding rocks plays a critical role for the safety of tunnel. The existing methods for calculate twin-tunnel pressure supposed that the tunnel is buried in a uniform soil layer. This work presents detailed equations of an analytical method to calculate the twin-tunnel pressure in layered strata, which can consider the effects from soil layers. The proposed method is applied to analyse the pressure of the metro twin-tunnels in Chongqing. To demonstrate the efficiency of the proposed analytical method, both the tunnel pressure in layered strata and single strata were calculated. The method article is a companion paper with the original article [1]. • Analyses of the soil parameters; • Determine the failure pattern A/B; • Calculate the vertical and horizontal pressure. |
format | Online Article Text |
id | pubmed-7658573 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2020 |
publisher | Elsevier |
record_format | MEDLINE/PubMed |
spelling | pubmed-76585732020-11-17 A novel method to calculate pressure on the twin-tunnel in layered strata Lyu, Hai-Min Shen, Shui-Long Zhou, Annan Chen, Ke-Lin MethodsX Method Article Tunnel pressure from the surrounding rocks plays a critical role for the safety of tunnel. The existing methods for calculate twin-tunnel pressure supposed that the tunnel is buried in a uniform soil layer. This work presents detailed equations of an analytical method to calculate the twin-tunnel pressure in layered strata, which can consider the effects from soil layers. The proposed method is applied to analyse the pressure of the metro twin-tunnels in Chongqing. To demonstrate the efficiency of the proposed analytical method, both the tunnel pressure in layered strata and single strata were calculated. The method article is a companion paper with the original article [1]. • Analyses of the soil parameters; • Determine the failure pattern A/B; • Calculate the vertical and horizontal pressure. Elsevier 2020-11-06 /pmc/articles/PMC7658573/ /pubmed/33209589 http://dx.doi.org/10.1016/j.mex.2020.101126 Text en © 2020 The Authors. Published by Elsevier B.V. http://creativecommons.org/licenses/by/4.0/ This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Method Article Lyu, Hai-Min Shen, Shui-Long Zhou, Annan Chen, Ke-Lin A novel method to calculate pressure on the twin-tunnel in layered strata |
title | A novel method to calculate pressure on the twin-tunnel in layered strata |
title_full | A novel method to calculate pressure on the twin-tunnel in layered strata |
title_fullStr | A novel method to calculate pressure on the twin-tunnel in layered strata |
title_full_unstemmed | A novel method to calculate pressure on the twin-tunnel in layered strata |
title_short | A novel method to calculate pressure on the twin-tunnel in layered strata |
title_sort | novel method to calculate pressure on the twin-tunnel in layered strata |
topic | Method Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7658573/ https://www.ncbi.nlm.nih.gov/pubmed/33209589 http://dx.doi.org/10.1016/j.mex.2020.101126 |
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