Analytical Solution for Longitudinal Response of Tunnel Structures Under Strike-Slip Fault Dislocation Considering Tangential Soil–Tunnel Contact Effect and Fault Width Article Swipe
Hai Zhao
,
Qingzi Wu
,
Yao Zeng
,
Liangkun Zhou
,
Yumin Wen
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/buildings15152748
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/buildings15152748
The existence of fault zones in high-intensity earthquake areas has a serious impact on engineering structures, and the longitudinal response of tunnels crossing faults needs further in-depth research. To analyze the tangential contact effect between the surrounding rock and the tunnel lining, and the axial deformation characteristics of the tunnel structure, tangential foundation springs were introduced and a theoretical model for the longitudinal response of the tunnel under fault dislocation was established. Firstly, the tunnel was simplified as a finite-length beam. The normal and tangential springs were taken to represent the interaction between the soil and the lining. The fault’s free-field displacement was applied at the end of the normal foundation spring to simulate fault dislocation, and the differential equation for the longitudinal response of the tunnel structure was obtained. The analytical solution of the structural response was obtained using the Green’s function method. Then, the three-dimensional finite difference method was used to verify the effectiveness of the analytical model in this paper. The results show that the tangential contact effect between the surrounding rock and the lining has a significant impact on the longitudinal response of the tunnel structure. Ignoring this effect leads to an error of up to 35.33% in the peak value of the structural bending moment. Finally, the influences of the width of the fault zone, the soil stiffness of the fault zone, and the stiffness of the tunnel lining on the longitudinal response of the tunnel were explored. As the fault width increases, the internal force of the tunnel structure decreases. Increasing the lining concrete grade leads to an increase in the internal force of the structure. The increase in the elastic modulus of the surrounding rock in the fault area reduces the bending moment and shear force of the structure and increases the axial force. The research results can provide a theoretical basis for the anti-dislocation design of tunnels crossing faults.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/buildings15152748
- OA Status
- gold
- Cited By
- 1
- References
- 24
- Related Works
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- OpenAlex ID
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All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4412892652Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/buildings15152748Digital Object Identifier
- Title
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Analytical Solution for Longitudinal Response of Tunnel Structures Under Strike-Slip Fault Dislocation Considering Tangential Soil–Tunnel Contact Effect and Fault WidthWork 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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2025-08-04Full publication date if available
- Authors
-
Hai Zhao, Qingzi Wu, Yao Zeng, Liangkun Zhou, Yumin WenList of authors in order
- Landing page
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https://doi.org/10.3390/buildings15152748Publisher landing page
- Open access
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YesWhether a free full text is available
- OA status
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goldOpen access status per OpenAlex
- OA URL
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https://doi.org/10.3390/buildings15152748Direct OA link when available
- Concepts
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Slip (aerodynamics), Dislocation, Fault (geology), Structural engineering, Materials science, Geotechnical engineering, Engineering, Geology, Seismology, Composite material, Aerospace engineeringTop concepts (fields/topics) attached by OpenAlex
- Cited by
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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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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.to | 88, 112, 152, 194, 199, 262 |
| abstract_inverted_index.up | 198 |
| abstract_inverted_index.The | 0, 81, 98, 130, 163, 272, 301 |
| abstract_inverted_index.and | 16, 38, 42, 56, 83, 95, 116, 175, 227, 290, 296 |
| abstract_inverted_index.can | 304 |
| abstract_inverted_index.end | 106 |
| abstract_inverted_index.for | 60, 120, 309 |
| abstract_inverted_index.has | 9, 178 |
| abstract_inverted_index.the | 17, 30, 35, 39, 43, 48, 61, 65, 73, 90, 93, 96, 105, 108, 117, 121, 125, 134, 140, 145, 154, 157, 167, 172, 176, 183, 187, 202, 206, 211, 214, 217, 220, 224, 228, 231, 235, 239, 244, 248, 252, 257, 266, 270, 275, 279, 283, 287, 294, 298, 310 |
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| abstract_inverted_index.area | 285 |
| abstract_inverted_index.peak | 203 |
| abstract_inverted_index.rock | 37, 174, 281 |
| abstract_inverted_index.show | 165 |
| abstract_inverted_index.soil | 94, 221 |
| abstract_inverted_index.that | 166 |
| abstract_inverted_index.this | 161, 191 |
| abstract_inverted_index.used | 151 |
| abstract_inverted_index.were | 54, 86, 241 |
| abstract_inverted_index.Then, | 144 |
| abstract_inverted_index.areas | 8 |
| abstract_inverted_index.axial | 44, 299 |
| abstract_inverted_index.basis | 308 |
| abstract_inverted_index.beam. | 80 |
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| abstract_inverted_index.fault | 3, 68, 114, 218, 225, 245, 284 |
| abstract_inverted_index.force | 250, 268, 292 |
| abstract_inverted_index.grade | 260 |
| abstract_inverted_index.leads | 193, 261 |
| abstract_inverted_index.model | 59, 159 |
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| abstract_inverted_index.shear | 291 |
| abstract_inverted_index.taken | 87 |
| abstract_inverted_index.under | 67 |
| abstract_inverted_index.using | 139 |
| abstract_inverted_index.value | 204 |
| abstract_inverted_index.width | 215, 246 |
| abstract_inverted_index.zone, | 219, 226 |
| abstract_inverted_index.zones | 4 |
| abstract_inverted_index.35.33% | 200 |
| abstract_inverted_index.design | 312 |
| abstract_inverted_index.effect | 33, 170, 192 |
| abstract_inverted_index.faults | 23 |
| abstract_inverted_index.finite | 147 |
| abstract_inverted_index.force. | 300 |
| abstract_inverted_index.impact | 12, 181 |
| abstract_inverted_index.lining | 177, 233, 258 |
| abstract_inverted_index.method | 149 |
| abstract_inverted_index.moment | 289 |
| abstract_inverted_index.normal | 82, 109 |
| abstract_inverted_index.paper. | 162 |
| abstract_inverted_index.spring | 111 |
| abstract_inverted_index.tunnel | 40, 49, 66, 74, 126, 188, 232, 240, 253 |
| abstract_inverted_index.verify | 153 |
| abstract_inverted_index.analyze | 29 |
| abstract_inverted_index.applied | 103 |
| abstract_inverted_index.bending | 208, 288 |
| abstract_inverted_index.between | 34, 92, 171 |
| abstract_inverted_index.contact | 32, 169 |
| abstract_inverted_index.elastic | 276 |
| abstract_inverted_index.faults. | 316 |
| abstract_inverted_index.further | 25 |
| abstract_inverted_index.lining, | 41 |
| abstract_inverted_index.lining. | 97 |
| abstract_inverted_index.method. | 143 |
| abstract_inverted_index.modulus | 277 |
| abstract_inverted_index.moment. | 209 |
| abstract_inverted_index.provide | 305 |
| abstract_inverted_index.reduces | 286 |
| abstract_inverted_index.results | 164, 303 |
| abstract_inverted_index.serious | 11 |
| abstract_inverted_index.springs | 53, 85 |
| abstract_inverted_index.tunnels | 21, 314 |
| abstract_inverted_index.Finally, | 210 |
| abstract_inverted_index.Firstly, | 72 |
| abstract_inverted_index.Ignoring | 190 |
| abstract_inverted_index.concrete | 259 |
| abstract_inverted_index.crossing | 22, 315 |
| abstract_inverted_index.equation | 119 |
| abstract_inverted_index.function | 142 |
| abstract_inverted_index.in-depth | 26 |
| abstract_inverted_index.increase | 264, 273 |
| abstract_inverted_index.internal | 249, 267 |
| abstract_inverted_index.obtained | 138 |
| abstract_inverted_index.research | 302 |
| abstract_inverted_index.response | 19, 63, 123, 136, 185, 237 |
| abstract_inverted_index.simulate | 113 |
| abstract_inverted_index.solution | 132 |
| abstract_inverted_index.Green’s | 141 |
| abstract_inverted_index.existence | 1 |
| abstract_inverted_index.explored. | 242 |
| abstract_inverted_index.fault’s | 99 |
| abstract_inverted_index.increases | 297 |
| abstract_inverted_index.obtained. | 129 |
| abstract_inverted_index.represent | 89 |
| abstract_inverted_index.research. | 27 |
| abstract_inverted_index.stiffness | 222, 229 |
| abstract_inverted_index.structure | 127, 254, 295 |
| abstract_inverted_index.Increasing | 256 |
| abstract_inverted_index.analytical | 131, 158 |
| abstract_inverted_index.decreases. | 255 |
| abstract_inverted_index.difference | 148 |
| abstract_inverted_index.earthquake | 7 |
| abstract_inverted_index.foundation | 52, 110 |
| abstract_inverted_index.free-field | 100 |
| abstract_inverted_index.increases, | 247 |
| abstract_inverted_index.influences | 212 |
| abstract_inverted_index.introduced | 55 |
| abstract_inverted_index.simplified | 76 |
| abstract_inverted_index.structural | 135, 207 |
| abstract_inverted_index.structure, | 50 |
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| abstract_inverted_index.tangential | 31, 51, 84, 168 |
| abstract_inverted_index.deformation | 45 |
| abstract_inverted_index.dislocation | 69 |
| abstract_inverted_index.engineering | 14 |
| abstract_inverted_index.interaction | 91 |
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| abstract_inverted_index.displacement | 101 |
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| abstract_inverted_index.finite-length | 79 |
| abstract_inverted_index.high-intensity | 6 |
| abstract_inverted_index.characteristics | 46 |
| abstract_inverted_index.anti-dislocation | 311 |
| abstract_inverted_index.three-dimensional | 146 |
| cited_by_percentile_year.max | 95 |
| cited_by_percentile_year.min | 91 |
| corresponding_author_ids | https://openalex.org/A5070550452 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 5 |
| corresponding_institution_ids | https://openalex.org/I4800084 |
| citation_normalized_percentile.value | 0.83596478 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | True |