A horizontal non-homogeneous field adversely affects the seismic resistance of both the utility tunnel and its internal pipes, with seismic waves obliquely incident on the underground structure causing more significant damages. To address these issues, this study, based on a viscous-spring artificial boundary, derives and validates the equivalent junction force formula for the horizontal non-homogeneous field. It then establishes a three-dimensional finite element model of the utility tunnel, pipes, and surrounding soil to obtain the acceleration and strain responses of the utility tunnel and its internal pipes under seismic loading. Finally, it investigates the impact of different incidence angles of shear waves (SV waves) on the response of the utility tunnel and its internal pipes. It was found that as the PGA increases from 0.1 to 0.4 g, both peak acceleration and strain of the utility tunnel and its internal pipes increase. The peak acceleration of the utility tunnel and pipes initially decreases and then increases with the angle of incidence, while the strain increases with the angle of incidence, reaching its peak value when the angle of incidence is 30°. The acceleration and strain responses of the utility tunnel and pipe are higher in sand than in clay, with the peak acceleration strongly correlating with the angle of incidence of ground shaking. The findings of this study provide valuable insights into the seismic design of horizontal non-homogeneous field utility tunnel systems.
Citation: Hui-yue Wang, Sha-sha Yu, De-long Huang, Chang-lu Xu, Hang Cen, Qiang Liu, Zhong-ling Zong, Zi-Yuan Huang. Seismic response of utility tunnel systems embedded in a horizontal heterogeneous domain subjected to oblique incident SV-wave[J]. AIMS Geosciences, 2025, 11(1): 47-67. doi: 10.3934/geosci.2025004
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A horizontal non-homogeneous field adversely affects the seismic resistance of both the utility tunnel and its internal pipes, with seismic waves obliquely incident on the underground structure causing more significant damages. To address these issues, this study, based on a viscous-spring artificial boundary, derives and validates the equivalent junction force formula for the horizontal non-homogeneous field. It then establishes a three-dimensional finite element model of the utility tunnel, pipes, and surrounding soil to obtain the acceleration and strain responses of the utility tunnel and its internal pipes under seismic loading. Finally, it investigates the impact of different incidence angles of shear waves (SV waves) on the response of the utility tunnel and its internal pipes. It was found that as the PGA increases from 0.1 to 0.4 g, both peak acceleration and strain of the utility tunnel and its internal pipes increase. The peak acceleration of the utility tunnel and pipes initially decreases and then increases with the angle of incidence, while the strain increases with the angle of incidence, reaching its peak value when the angle of incidence is 30°. The acceleration and strain responses of the utility tunnel and pipe are higher in sand than in clay, with the peak acceleration strongly correlating with the angle of incidence of ground shaking. The findings of this study provide valuable insights into the seismic design of horizontal non-homogeneous field utility tunnel systems.
| [1] |
Canto-Perello J, Curiel-Esparza J (2013) Assessing governance issues of urban utility tunnels. Tunnelling Underground Space Technol 33: 82–87. https://doi.org/10.1016/j.tust.2012.08.007 doi: 10.1016/j.tust.2012.08.007
|
| [2] | American Public Works Association (1971) Feasibility of utility tunnels in urban areas. APWA Special Report No. 39. |
| [3] |
Cano-Hurtado JJ, Canto-Perello J (1999) Sustainable development of urban underground space for utilities. Tunnelling Underground Space Technol 14: 335–340. https://doi.org/10.1016/S0886-7798(99)00048-6 doi: 10.1016/S0886-7798(99)00048-6
|
| [4] | Tang AP, Feng RC, Zhou XY, et al. (2008) Seismic response characteristics of shallow-buried utility tunnel systems. The 14th World Conference on Earthquake Engineering. |
| [5] |
Jiang L, Chen J, Li J (2010) Seismic response of underground utility tunnels: shaking table testing and FEM analysis. Earthq Eng Eng Vib 9: 555–567. https://doi.org/10.1007/s11803-010-0037-x doi: 10.1007/s11803-010-0037-x
|
| [6] |
Chen J, Jiang L, Li J, et al. (2012) Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation. Tunnelling Underground Space Technol 30: 205–216. https://doi.org/10.1016/j.tust.2012.02.023 doi: 10.1016/j.tust.2012.02.023
|
| [7] | Sitharam TG, Anitha Kumari SD (2015) Numerical Simulations of Tunnels Using DEM and FEM. Paper presented at the 13th ISRM International Congress of Rock Mechanics, Montreal, Canada. |
| [8] |
Konstandakopoulou FD, Beskou ND, Hatzigeorgiou GD (2021) Three-dimensional nonlinear response of utility tunnels under single and multiple earthquakes. Soil Dyn Earthquake Eng 143: 106607. https://doi.org/10.1016/j.soildyn.2021.106607 doi: 10.1016/j.soildyn.2021.106607
|
| [9] |
Yu H, Zhang Z, Chen J, et al. (2018) Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition. Tunnelling Underground Space Technol 77: 103–114. https://doi.org/10.1016/j.tust.2018.04.001 doi: 10.1016/j.tust.2018.04.001
|
| [10] |
Zhang J, He C, Geng P, et al. (2019) Improved longitudinal seismic deformation method of shield tunnels based on the iteration of the nonlinear stiffness of ring joints. Sustainable Cities Soc 45: 105–116. https://doi.org/10.1016/j.scs.2018.11.019 doi: 10.1016/j.scs.2018.11.019
|
| [11] |
Zhang W, Restrepo D, Crempien JG, et al. (2021) A computational workflow for rupture-to-structural-response simulation and its application to Istanbul. Earthquake Eng Struct Dyn 50: 177–196. https://doi.org/10.1002/eqe.3377 doi: 10.1002/eqe.3377
|
| [12] |
Zhang W, Taciroglu E (2021) 3D time‐domain nonlinear analysis of soil‐structure systems subjected to obliquely incident SV waves in layered soil media. Earthquake Eng Struct Dyn 50: 2156–2173. https://doi.org/10.1002/eqe.3443 doi: 10.1002/eqe.3443
|
| [13] |
Panji M (2023) A half-space TD-BEM model for a seismic corrugated orthotropic stratum. Eng Anal Boundary Elem 152: 655–677. https://doi.org/10.1016/j.enganabound.2023.04.032 doi: 10.1016/j.enganabound.2023.04.032
|
| [14] |
Kavandi P, Ganjian N, Panji M (2024) A DR-BEM approach for analyzing the transient SH-wave scattering problems: A comparative study. Eng Anal Boundary Elem 169: 105962. https://doi.org/10.1016/j.enganabound.2024.105962 doi: 10.1016/j.enganabound.2024.105962
|
| [15] |
Mojtabazadeh-Hasanlouei S, Panji M, Kamalian M (2022) Scattering attenuation of transient SH-wave by an orthotropic gaussian-shaped sedimentary basin. Eng Anal Boundary Elem 140: 186–219. https://doi.org/10.1016/j.enganabound.2022.04.023 doi: 10.1016/j.enganabound.2022.04.023
|
| [16] |
Mojtabazadeh-Hasanlouei S, Panji M, Kamalian M (2022) Attenuated orthotropic time-domain half-space BEM for SH-wave scattering problems. Geophys J Int 229: 1881–1913. https://doi.org/10.1093/gji/ggac032 doi: 10.1093/gji/ggac032
|
| [17] |
Li M, Zhang K, Meng K, et al. (2023) Seismic response study of shield tunnel with lateral karst cavity under SV waves. Structures 56: 105023. https://doi.org/10.1016/j.istruc.2023.105023 doi: 10.1016/j.istruc.2023.105023
|
| [18] |
Li M, Meng K, Zhou J, et al. (2024) Seismic response and damage analysis of shield tunnel with bottom Karst caves under oblique SV waves. Nat Hazards 120: 2731–2747. https://doi.org/10.1007/s11069-023-06302-5 doi: 10.1007/s11069-023-06302-5
|
| [19] |
Zarzalejos JM, Aznárez JJ, Padrón LA, et al. (2014) Influences of type of wave and angle of incidence on seismic bending moments in pile foundations. Earthquake Eng Struct Dyn 43: 41–59. https://doi.org/10.1002/eqe.2330 doi: 10.1002/eqe.2330
|
| [20] |
Huang JQ, Du XL, Zhao M, et al. (2017) Impact of incident angles of earthquake shear (S) waves on 3-D non-linear seismic responses of long lined tunnels. Eng Geol 222: 168–185. https://doi.org/10.1016/j.enggeo.2017.03.017 doi: 10.1016/j.enggeo.2017.03.017
|
| [21] |
Ye Z, Li Y, Li L, et al. (2025) Seismic response of a long shield tunnel crossing through multiple soil deposits. Comput Geotech 177: 106892. https://doi.org/10.1016/j.compgeo.2024.106892 doi: 10.1016/j.compgeo.2024.106892
|
| [22] |
Yan L, Haider A, Li P, et al. (2020) A numerical study on the transverse seismic response of lined circular tunnels under obliquely incident asynchronous P and SV waves. Tunnelling Underground Space Technol 97: 103235. https://doi.org/10.1016/j.tust.2019.103235 doi: 10.1016/j.tust.2019.103235
|
| [23] | Du XL, Li LY (2008) A Viscoelastic Artificial Boundary for Near-field Fluctuation Analysis of Saturated Porous Media. Chin J Geophys 51: 575–581. |
| [24] | Qu J (2017) Dynamic response of comprehensive pipe gallery under oblique incident seismic wave. Harbin Institute of Technology. |
| [25] | Zhao J, Lan WJ, Teng WQ, et al. (2021) Three-dimensional seismic response analysis of submarine immersed tube tunnel considering oblique incidence of P wave. Struct Eng 37: 73–81. |
| [26] | Wang Z, Jing LP, Lu XY, et al. (2023) Comparative Study on Viscoelastic Artificial Boundary Elements and round Motion Input Methods. World Earthquake Eng 39(2). |
| [27] | Wang F, Song Z, Liu Y, et al. (2023) Response Characteristics and Tensile Failure Evaluation of Asphalt Concrete Core Wall under Oblique Incidence of SV Wave Space. Chin J Geotech Eng 45: 1733–1742. |
| [28] | Du XL, Xu HB, Zhao M (2015) Analysis of seismic response of high arch dam under SV wave oblique incidence. J Hydropower Gener 34: 139–145 |
| [29] |
Huang ZY, Feng YZ, Tang AP, et al. (2023) Influence of oblique incidence of P-waves on seismic response of prefabricated utility tunnels considering joints. Soil Dyn Earthquake Eng 167: 107797. https://doi.org/10.1016/j.soildyn.2023.107797 doi: 10.1016/j.soildyn.2023.107797
|
| [30] |
Yu J, Wang ZZ (2021) The dynamic interaction of the soil-tunnel-building system under seismic waves. Soil Dyn Earthquake Eng 144: 106686. https://doi.org/10.1016/j.soildyn.2021.106686 doi: 10.1016/j.soildyn.2021.106686
|
| [31] | Zhou Tl, Dong CS, Li S, et al. (2024) Seismic response of tunnel with damping layer under oblique incident SV wave. World Earthquake Eng 40: 1–12. |
| [32] |
Lysmer J, Kuhlemeyer RL (1969) Finite dynamic model for infinite media. J Eng Mech Div 95: 859–877. https://doi.org/10.1061/JMCEA3.0001144 doi: 10.1061/JMCEA3.0001144
|
| [33] | Xu CS, Hu ZY, Shi YB, et al. (2022) Seismic response law of prefabricated integrated utility tunnel interface under oblique incidence of SV wave. J Beijing Univ Technol 48: 1215–1225. |
| [34] |
Wang GB, Yuan MZ, Miao Y, et al. (2018) Experimental study on seismic response of underground tunnel-soil-surface structure interaction system. Tunnelling Underground Space Technol 76: 145–159. https://doi.org/10.1016/j.tust.2018.03.015 doi: 10.1016/j.tust.2018.03.015
|
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Figures(18) / Tables(2)
Hui-yue Wang, Sha-sha Yu, De-long Huang, Chang-lu Xu, Hang Cen, Qiang Liu, Zhong-ling Zong, Zi-Yuan Huang. Seismic response of utility tunnel systems embedded in a horizontal heterogeneous domain subjected to oblique incident SV-wave[J]. AIMS Geosciences, 2025, 11(1): 47-67. doi: 10.3934/geosci.2025004
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