Deformation of surrounding rock in a shallow large-section tunnel passing through soft-plastic loess layer Article Swipe
Yuan Yang
,
Liu Liu
,
Yang Liu
,
Haotian Zhang
,
Chuangxin Guo
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3389/feart.2025.1605205
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3389/feart.2025.1605205
In view of the problem of the plastic state of the surrounding rock of loess high-speed railway tunnels changing from hard plastic to soft-plastic, even in a flow-plastic state with increasing moisture content, and appearing collapse and large deformation of support structure, it is put forward to use advanced pipe-roof support. Numerical simulation and site monitoring and measurement are adopted to analyze the tunnel surrounding rock deformation characteristics when different soft-plastic layer thicknesses (1 m, 3 m, 5 m) distributing on tunnel arc, sidewall and invert, and the control effect of advanced pipe-roof support to tunnel construction deformation. Results show: ① The spatial distribution of soft-plastic loess layer has a much greater impact on deformation than its thickness. Vertical and horizontal displacements of the tunnel surrounding rock appear three stages: rapid deformation during the initial stage of excavation, continuous slow deformation and tending towards stable convergence deformation. ② Compared to the situation of no pipe–roof, implement of advance pipe-roof support can significantly improve the control effect of vertical and horizontal displacements of the tunnel surrounding rock. ③ The tunnel surrounding rock deformation characteristics show: it is crucial to control the deformation of surrounding rock from the initial excavation stage to the primary support and sealing before forming a ring. The use of advanced pipe-roof support has a significant effect on controlling deformation during the construction of soft-plastic loess high-speed railway tunnels.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3389/feart.2025.1605205
- https://www.frontiersin.org/journals/earth-science/articles/10.3389/feart.2025.1605205/pdf
- OA Status
- gold
- Cited By
- 1
- References
- 16
- Related Works
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- OpenAlex ID
- https://openalex.org/W4411913941
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4411913941Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3389/feart.2025.1605205Digital Object Identifier
- Title
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Deformation of surrounding rock in a shallow large-section tunnel passing through soft-plastic loess layerWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
- Publication date
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2025-07-01Full publication date if available
- Authors
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Yuan Yang, Liu Liu, Yang Liu, Haotian Zhang, Chuangxin GuoList of authors in order
- Landing page
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https://doi.org/10.3389/feart.2025.1605205Publisher landing page
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https://www.frontiersin.org/journals/earth-science/articles/10.3389/feart.2025.1605205/pdfDirect link to full text PDF
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YesWhether a free full text is available
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goldOpen access status per OpenAlex
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https://www.frontiersin.org/journals/earth-science/articles/10.3389/feart.2025.1605205/pdfDirect OA link when available
- Concepts
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Loess, Geology, Section (typography), Deformation (meteorology), Geotechnical engineering, Layer (electronics), Materials science, Geomorphology, Composite material, Oceanography, Advertising, BusinessTop concepts (fields/topics) attached by OpenAlex
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1Total citation count in OpenAlex
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2025: 1Per-year citation counts (last 5 years)
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16Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.tunnels | 17 |
| abstract_inverted_index.Compared | 148 |
| abstract_inverted_index.Vertical | 118 |
| abstract_inverted_index.advanced | 48, 91, 212 |
| abstract_inverted_index.changing | 18 |
| abstract_inverted_index.collapse | 35 |
| abstract_inverted_index.content, | 32 |
| abstract_inverted_index.moisture | 31 |
| abstract_inverted_index.sidewall | 83 |
| abstract_inverted_index.support. | 50 |
| abstract_inverted_index.tunnels. | 230 |
| abstract_inverted_index.vertical | 167 |
| abstract_inverted_index.Numerical | 51 |
| abstract_inverted_index.appearing | 34 |
| abstract_inverted_index.different | 69 |
| abstract_inverted_index.implement | 155 |
| abstract_inverted_index.pipe-roof | 49, 92, 158, 213 |
| abstract_inverted_index.situation | 151 |
| abstract_inverted_index.continuous | 138 |
| abstract_inverted_index.excavation | 197 |
| abstract_inverted_index.high-speed | 15, 228 |
| abstract_inverted_index.horizontal | 120, 169 |
| abstract_inverted_index.increasing | 30 |
| abstract_inverted_index.monitoring | 55 |
| abstract_inverted_index.simulation | 52 |
| abstract_inverted_index.structure, | 41 |
| abstract_inverted_index.thickness. | 117 |
| abstract_inverted_index.controlling | 220 |
| abstract_inverted_index.convergence | 145 |
| abstract_inverted_index.deformation | 38, 66, 114, 131, 140, 181, 190, 221 |
| abstract_inverted_index.excavation, | 137 |
| abstract_inverted_index.measurement | 57 |
| abstract_inverted_index.significant | 217 |
| abstract_inverted_index.surrounding | 11, 64, 125, 174, 179, 192 |
| abstract_inverted_index.thicknesses | 72 |
| abstract_inverted_index.construction | 96, 224 |
| abstract_inverted_index.deformation. | 97, 146 |
| abstract_inverted_index.distributing | 79 |
| abstract_inverted_index.distribution | 103 |
| abstract_inverted_index.flow-plastic | 27 |
| abstract_inverted_index.pipe–roof, | 154 |
| abstract_inverted_index.soft-plastic | 70, 105, 226 |
| abstract_inverted_index.displacements | 121, 170 |
| abstract_inverted_index.significantly | 161 |
| abstract_inverted_index.soft-plastic, | 23 |
| abstract_inverted_index.characteristics | 67, 182 |
| cited_by_percentile_year.max | 95 |
| cited_by_percentile_year.min | 91 |
| countries_distinct_count | 0 |
| institutions_distinct_count | 5 |
| citation_normalized_percentile.value | 0.87703298 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | True |