Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining

The secondary lining failure of deep buried soft rock tunnel often occurs, which is obviously related to the time factor. The formation mechanism of this phenomenon is studied in this paper. Therefore, the combination of in situ stress measurement and neural network inversion is used to analyze the...

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Main Authors: Xiaoqian Zhang, Chengmin Wei, Heng Zhang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/4614265
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author Xiaoqian Zhang
Chengmin Wei
Heng Zhang
author_facet Xiaoqian Zhang
Chengmin Wei
Heng Zhang
author_sort Xiaoqian Zhang
collection DOAJ
description The secondary lining failure of deep buried soft rock tunnel often occurs, which is obviously related to the time factor. The formation mechanism of this phenomenon is studied in this paper. Therefore, the combination of in situ stress measurement and neural network inversion is used to analyze the distribution characteristics of in situ stress. At the same time, the creep characteristics of surrounding rock are tested in laboratory, and the key parameters are obtained. Combined with the characteristics of surrounding rock, the calculation model is established by using discrete element simulation technology and considering the joints of surrounding rock. According to the above multiple information, the stress characteristics of the secondary lining in different time periods are analyzed creatively. Finally, the method of setting arch and adding anchor bolt in key parts is proposed, and significant effect results are obtained.
format Article
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institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2021-01-01
publisher Wiley
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series Shock and Vibration
spelling doaj-art-940980e541744637921838b47d77541d2025-02-03T01:27:01ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/46142654614265Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary LiningXiaoqian Zhang0Chengmin Wei1Heng Zhang2School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong 252059, ChinaCollege of Emergency Management and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaCollege of Emergency Management and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaThe secondary lining failure of deep buried soft rock tunnel often occurs, which is obviously related to the time factor. The formation mechanism of this phenomenon is studied in this paper. Therefore, the combination of in situ stress measurement and neural network inversion is used to analyze the distribution characteristics of in situ stress. At the same time, the creep characteristics of surrounding rock are tested in laboratory, and the key parameters are obtained. Combined with the characteristics of surrounding rock, the calculation model is established by using discrete element simulation technology and considering the joints of surrounding rock. According to the above multiple information, the stress characteristics of the secondary lining in different time periods are analyzed creatively. Finally, the method of setting arch and adding anchor bolt in key parts is proposed, and significant effect results are obtained.http://dx.doi.org/10.1155/2021/4614265
spellingShingle Xiaoqian Zhang
Chengmin Wei
Heng Zhang
Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
Shock and Vibration
title Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
title_full Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
title_fullStr Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
title_full_unstemmed Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
title_short Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
title_sort analysis of surrounding rock creep effect on the long term stability of tunnel secondary lining
url http://dx.doi.org/10.1155/2021/4614265
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AT chengminwei analysisofsurroundingrockcreepeffectonthelongtermstabilityoftunnelsecondarylining
AT hengzhang analysisofsurroundingrockcreepeffectonthelongtermstabilityoftunnelsecondarylining