Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach

Existing approaches for tunnel face stability analysis usually apply for circular cross-sections and solutions for tunnel face stability evaluation with city gate cross-sections by kinematic approach of limit analysis have not been reported. The present study developed a kinematic approach on tunnel...

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Main Authors: Benchao Zhao, Gonglei Chen, Zhengwei Xu, Haining Liu, Hongyu Wang, Bohui Xing
Format: Article
Language:English
Published: Frontiers Media S.A. 2025-02-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fbuil.2025.1493402/full
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author Benchao Zhao
Gonglei Chen
Zhengwei Xu
Haining Liu
Hongyu Wang
Bohui Xing
author_facet Benchao Zhao
Gonglei Chen
Zhengwei Xu
Haining Liu
Hongyu Wang
Bohui Xing
author_sort Benchao Zhao
collection DOAJ
description Existing approaches for tunnel face stability analysis usually apply for circular cross-sections and solutions for tunnel face stability evaluation with city gate cross-sections by kinematic approach of limit analysis have not been reported. The present study developed a kinematic approach on tunnel face stability analysis for city gate sections by using spatial discretization technique. The proposed discretization-based kinematic approach applies to shallow tunnel stability analysis with cover depth ratio less than 5 by comparison with finite element limit analysis (FELA). The required support pressure increases with the increase of tunnel width, straight wall height and the central angle of the circular arch.
format Article
id doaj-art-fd4c5dfaef10424994e0c47002ee722e
institution Kabale University
issn 2297-3362
language English
publishDate 2025-02-01
publisher Frontiers Media S.A.
record_format Article
series Frontiers in Built Environment
spelling doaj-art-fd4c5dfaef10424994e0c47002ee722e2025-02-12T07:26:30ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622025-02-011110.3389/fbuil.2025.14934021493402Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approachBenchao Zhao0Gonglei Chen1Zhengwei Xu2Haining Liu3Hongyu Wang4Bohui Xing5Henan Haihe Basin Water Conservancy Affairs Center, Xinxiang, Henan, ChinaHenan Shuitou Xiaolangdi North Bank Irrigation District Engineering Co., Ltd., Zhengzhou, Henan, ChinaCentral Plains Regional headquarters of China South-to-North Water Transfer Group Co., Ltd., Zhengzhou, Henan, ChinaCollege of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan, ChinaCollege of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan, ChinaCollege of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan, ChinaExisting approaches for tunnel face stability analysis usually apply for circular cross-sections and solutions for tunnel face stability evaluation with city gate cross-sections by kinematic approach of limit analysis have not been reported. The present study developed a kinematic approach on tunnel face stability analysis for city gate sections by using spatial discretization technique. The proposed discretization-based kinematic approach applies to shallow tunnel stability analysis with cover depth ratio less than 5 by comparison with finite element limit analysis (FELA). The required support pressure increases with the increase of tunnel width, straight wall height and the central angle of the circular arch.https://www.frontiersin.org/articles/10.3389/fbuil.2025.1493402/fulllimit analysistunnel face stabilityspatial discretizationFELAcritical support pressure
spellingShingle Benchao Zhao
Gonglei Chen
Zhengwei Xu
Haining Liu
Hongyu Wang
Bohui Xing
Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
Frontiers in Built Environment
limit analysis
tunnel face stability
spatial discretization
FELA
critical support pressure
title Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
title_full Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
title_fullStr Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
title_full_unstemmed Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
title_short Three-dimensional tunnel face stability analysis with gate layout by discretization-based kinematic approach
title_sort three dimensional tunnel face stability analysis with gate layout by discretization based kinematic approach
topic limit analysis
tunnel face stability
spatial discretization
FELA
critical support pressure
url https://www.frontiersin.org/articles/10.3389/fbuil.2025.1493402/full
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AT zhengweixu threedimensionaltunnelfacestabilityanalysiswithgatelayoutbydiscretizationbasedkinematicapproach
AT hainingliu threedimensionaltunnelfacestabilityanalysiswithgatelayoutbydiscretizationbasedkinematicapproach
AT hongyuwang threedimensionaltunnelfacestabilityanalysiswithgatelayoutbydiscretizationbasedkinematicapproach
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