Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis

There is a significant difference between ambient temperature and internal temperature of surrounding rock in the cold season. Based on the Dulongjiang (DLJ) Tunnel, this paper studies the influence of frost heave force on lining structure and establishes a thermos-dynamical coupling model using the...

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Main Authors: Xian Xiao, Jianwei Nie
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2022/2352386
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author Xian Xiao
Jianwei Nie
author_facet Xian Xiao
Jianwei Nie
author_sort Xian Xiao
collection DOAJ
description There is a significant difference between ambient temperature and internal temperature of surrounding rock in the cold season. Based on the Dulongjiang (DLJ) Tunnel, this paper studies the influence of frost heave force on lining structure and establishes a thermos-dynamical coupling model using the field. The results show that the environmental temperature and the cavity behind the lining greatly influence the safety of the tunnel structure. The internal force of the tunnel lining increases with the decrease of the environmental temperature and stress. The existence of a water-bearing cavity causes the deformation of the vault position to improve and advance. In contrast, the deformation presence of a water-bearing hole causes the deformation of the vault position to increase and reach, while the deformation time of the arch foot position to delay.
format Article
id doaj-art-343a78e80dd64a9ca036f95b5d03f044
institution Kabale University
issn 1468-8123
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-343a78e80dd64a9ca036f95b5d03f0442025-02-03T01:20:06ZengWileyGeofluids1468-81232022-01-01202210.1155/2022/2352386Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal AnalysisXian Xiao0Jianwei Nie1School of Civil EngineeringPowerChina Kunming Engineering Corporation LimitedThere is a significant difference between ambient temperature and internal temperature of surrounding rock in the cold season. Based on the Dulongjiang (DLJ) Tunnel, this paper studies the influence of frost heave force on lining structure and establishes a thermos-dynamical coupling model using the field. The results show that the environmental temperature and the cavity behind the lining greatly influence the safety of the tunnel structure. The internal force of the tunnel lining increases with the decrease of the environmental temperature and stress. The existence of a water-bearing cavity causes the deformation of the vault position to improve and advance. In contrast, the deformation presence of a water-bearing hole causes the deformation of the vault position to increase and reach, while the deformation time of the arch foot position to delay.http://dx.doi.org/10.1155/2022/2352386
spellingShingle Xian Xiao
Jianwei Nie
Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
Geofluids
title Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
title_full Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
title_fullStr Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
title_full_unstemmed Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
title_short Effects of Cavities on Lining Structure behind Cold Zone Tunnels Based on Coupled Thermal Analysis
title_sort effects of cavities on lining structure behind cold zone tunnels based on coupled thermal analysis
url http://dx.doi.org/10.1155/2022/2352386
work_keys_str_mv AT xianxiao effectsofcavitiesonliningstructurebehindcoldzonetunnelsbasedoncoupledthermalanalysis
AT jianweinie effectsofcavitiesonliningstructurebehindcoldzonetunnelsbasedoncoupledthermalanalysis