Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway

Aiming at the problem of large-scale deformation of the track and alleys in the East Second Mining Area, the numerical analysis method is used to analyze the stress and deformation law of the roadway. The results show that the critical depth of the roadway deformation is 800m, the shear stress of th...

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Main Author: Yi Enbing
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/33/e3sconf_aesee2021_03017.pdf
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author Yi Enbing
author_facet Yi Enbing
author_sort Yi Enbing
collection DOAJ
description Aiming at the problem of large-scale deformation of the track and alleys in the East Second Mining Area, the numerical analysis method is used to analyze the stress and deformation law of the roadway. The results show that the critical depth of the roadway deformation is 800m, the shear stress of the deep roadway is about 8.7MPa in the left and right shoulders, and the vertical stress increases sharply in the range of 0~5.5m from the center of the roadway, and is 6~ from the center of the roadway. The peak value is reached within 8m, the plastic zone of the roadway roof is 2.6m, the left and right plastic zones are 5.2m and 5.4m, respectively, and the plastic zone of the floor is 6.1m. This result can provide a basis for the design parameters of deep soft rock roadway support. The engineering practice proves that the support design effectively controls the strong deformation of the roadway and achieves better support effect.
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spelling doaj.art-fe2308111833451585f77df680c4dc4c2022-12-21T22:10:25ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012570301710.1051/e3sconf/202125703017e3sconf_aesee2021_03017Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock RoadwayYi EnbingAiming at the problem of large-scale deformation of the track and alleys in the East Second Mining Area, the numerical analysis method is used to analyze the stress and deformation law of the roadway. The results show that the critical depth of the roadway deformation is 800m, the shear stress of the deep roadway is about 8.7MPa in the left and right shoulders, and the vertical stress increases sharply in the range of 0~5.5m from the center of the roadway, and is 6~ from the center of the roadway. The peak value is reached within 8m, the plastic zone of the roadway roof is 2.6m, the left and right plastic zones are 5.2m and 5.4m, respectively, and the plastic zone of the floor is 6.1m. This result can provide a basis for the design parameters of deep soft rock roadway support. The engineering practice proves that the support design effectively controls the strong deformation of the roadway and achieves better support effect.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/33/e3sconf_aesee2021_03017.pdf
spellingShingle Yi Enbing
Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
E3S Web of Conferences
title Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
title_full Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
title_fullStr Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
title_full_unstemmed Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
title_short Numerical Analysis and Control Study on Surrounding Rock Deformation of Deep Soft Rock Roadway
title_sort numerical analysis and control study on surrounding rock deformation of deep soft rock roadway
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/33/e3sconf_aesee2021_03017.pdf
work_keys_str_mv AT yienbing numericalanalysisandcontrolstudyonsurroundingrockdeformationofdeepsoftrockroadway