Abstract
In this paper, a tunnel-soil-surface structure system is taken as the research object, and shaking table tests of multidimensional near-field and far-field seismic waves are carried out to study the dynamic response law of the tunnel, the soil and the surface structure. The test results show that the response of the soil under the far-field seismic wave is relatively stronger, but due to the high-energy velocity pulse of the near-field seismic wave, the difference in acceleration response of the soil under near-field and far-field seismic waves gradually decreases as the input ground motion intensity increases. The existence of the tunnel causes the seismic response of the soil near the tunnel to be obviously different from that of the soil far away from the tunnel. After considering the vertical earthquake action, the acceleration response of the soil slightly increases. The surface structure-pile foundation has a certain influence on the seismic response of the middle section of the shallow tunnel. In addition, the input of vertical ground motion causes greater tensile strain in the tunnel. For the deformation of the surface structure, the period of acceleration response spectra of vertical ground motion close to the fundamental period of the structure in the vertical direction leads to a significant change in the vertical response, which is also the reason for the increase of the lateral deformation. The vertical seismic component has a significant influence on the dynamic response of the tunnel-soil-surface structure system, and the influence of vertical ground motion should be fully considered in seismic design.
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References
Abate G, Massimino MR (2016) Parametric analysis of the seismic response of coupled tunnel—soil—aboveground building systems by numerical modelling. Bulletin of Earthquake Engineering 15(1):1–25, DOI: https://doi.org/10.1007/s10518-016-9975-7
Badry P, Satyam N (2017) Seismic soil structure interaction analysis for asymmetrical buildings supported on piled raft for the 2015 Nepal earthquake. Journal of Asian Earth Sciences 133:102–113, DOI: https://doi.org/10.1016/j.jseaes.2016.03.014
Bare GW, Steinman N (1995) The effects of the January 17, 1994 northridge earthquake on travel behavior in the santa monica freeway (I-10) corridor. The transportation research board 74th Annual Meeting, January 22, Washington, DC, USA
Bhattacharjya S, Datta G, Dutta Aravapalli HGS (2022) Robust design optimization of concrete circular underground pipes considering seismic effects. Journal of Pipeline Systems Engineering and Practice 13(2):05022003, DOI: https://doi.org/10.1061/(ASCE)PS.1949-1204.0000648
Collier C, Elnashai AS (2001) A procedure for combining vertical and horizontal seismic action effects. Journal of Earthquake Engineering 5(4):521–539, DOI: https://doi.org/10.1080/13632460109350404
Cui Z, Sheng Q (2017) Seismic response of underground rock cavern dominated by a large geological discontinuity subjected to near-fault and far-field ground motions. Chinese Journal of Rock Mechanics and Engineering 36(1):53–67, DOI: https://doi.org/10.13722/j.cnki.jrme.2016.0443
Dashtia S, Hashash YMA, Gillis K, Musgrove M, Walker M (2016) Development of dynamic centrifuge models of underground structures near tall buildings. Soil Dynamics and Earthquake Engineering 86: 89–105, DOI: https://doi.org/10.1016/j.soildyn.2016.04.014
Ding P, Yang XR, Gao XY, Zhao J, Shi C, Wu S (2018) Horizontal and vertical seismic response of single-arch and large-span prefabricated subway stations. Journal of Heilongjiang University of Science and Technology 28(6):630–637, DOI: https://doi.org/10.3969/j.issn.2095-7262.2018.06.006
Fatahi B, Van Nguyen Q, Xu RS, Sun WJ (2018) Three-dimensional response of neighboring buildings sitting on pile foundations to seismic pounding. International Journal of Geomechanics 18(4):04018007, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001093
Geng P, Zeng GP, Guo XY, He Y, Ding T, He C (2020) Sesimic response of tunnel structures passing through fault zone under near-field pulsed earthquakes. China Journal of Highway and Transport 33(5):122–131, DOI: https://doi.org/10.19721/j.cnki.1001-7372.2020.05.011
Ghergu M, Ionescu IR (2009) Structure—soil—structure coupling in seismic excitation and “city effect”. International Journal of Engineering Science 47(3):342–354, DOI: https://doi.org/10.1016/j.ijengsci.2008.11.005
Gu Y, Zhu Q, Zhong H, Zhuo WD (2017) Study on seismic response of shield tunnel and its pushover method considering horizontal and vertical direction. Gongcheng Kangzhen Yu Jiagu Gaizao 39 Supplement:44–51 (in Chinese)
Hashash YMA, Hook JJ, Schmidt B, John I, Yao C (2001) Seismic design and analysis of underground structures. Tunnelling and Underground Space Technology 16(4):247–293, DOI: https://doi.org/10.1016/S0886-7798(01)00051-7
He W, Chen JY, Wen RZ (2010) Study on the influence of the vertical seismic wave on the earthquake response of tunnel in the soft soil. Journal of Sichuan University (Engineering Science Edition) 42(5): 271–276, DOI: https://doi.org/10.15961/j.jsuese.2010.05.015
He Z, Zhang HQ (2014) Spectrum elements for simulating responses of ultra high-rise building structures excited by vertical component of impulse-type strong earthquakes. Journal of Harbin Institute of Technology 46(8):72–77, DOI: https://doi.org/10.11918/j.issn.0367-6234.2013.10.017
Hokmabadi AS, Fatahi B, Samali B (2015) Physical modeling of seismic soil-pile-structure interaction for buildings on soft soils. International Journal of Geomechanics 15(2):04014046, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000396
Kim SJ, Holub CJ, Elnashai AS (2011) Analytical assessment of the effect of vertical earthquake motion on RC bridge piers. Journal of Structural Engineering 137(2):252–260, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000306
Kontogianni VA, Stiros SC (2003) Earthquakes and seismic faulting: Effects on tunnels. Turkish Journal of Earth Sciences 12:153–156, DOI: https://doi.org/10.1007/3-540-28500-818
Liu HB, Song EX (2005) Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations. Computers and Geotechnics 32(4):223–244, DOI: https://doi.org/10.1016/j.compgeo.2005.02.002
Liu JB, Wang ZY, Du XL, Du YX (2005) Three-dimensional visco-elastic artificial boundaries in time domain for wave motion problems. Engineering Mechanics 22(6):46–51, DOI: https://doi.org/10.3969/j.issn.1000-4750.2005.06.008
Lou ML, Wang HF, Chen X, Zhai YM (2011) Structure—soil—structure interaction: Literature review. Soil Dynamics and Earthquake Engineering 31(12):1724–1731, DOI: https://doi.org/10.1016/j.soildyn.2011.07.008
Miao Y, Zhong Y, Ruan B, Cheng K, Wang GB (2020) Seismic response of a subway station in soft soil considering the structure-soil-structure interaction. Tunnelling and Underground Space Technology 106: 103629, DOI: https://doi.org/10.1016/j.tust.2020.103629
Saha R Haldar S, Dutta SC (2015) Influence of dynamic soil-pile raft-structure interaction: An experimental approach. Earthquake Engineering and Engineering Vibration 14:625–645, DOI: https://doi.org/10.1007/s11803-015-0050-1
Samata S, Ohuchi H, Matsuda T (1997) A study of the damage of subway structures during the 1995 Hanshin-Awaji earthquake. Cement and Concrete Composites 19(3):223–239, DOI: https://doi.org/10.1016/S0958-9465(97)00018-8
Shang SP, Wang Z, Yin F (2018) Influence of vertical seismic action on reinforced concrete frame structure and 3D isolation structure. Building Structure 48(S2):441–446, DOI: https://doi.org/10.19701/j.jzjg.2018.S2.088
Shang SP, Liu FC, Lu HX, Du YX (2006) Design and expermi ental study of amodel soil used for shaking table test. Earthquake Engineering and Engineering Vibration 26(4):199–204, DOI: https://doi.org/10.3969/j.issn.1000-1301.2006.04.034
Tao LJ, Li JD, Wu BL, An HJ, Guo F (2015) Influence of the vertical seismic wave on the seismic response of an large-span high-section Y-shaped column subway station. China Earthquake Engineering Journal 37(3):648–654, DOI: https://doi.org/10.3969/j.issn.1000-0844.2015.03.0648
Tsinidis G (2018) Response of urban single and twin circular tunnels subjected to transversal ground seismic shaking. Tunnelling and Underground Space Technology 76:177–193, DOI: https://doi.org/10.1016/j.tust.2018.03.016
Tsinidis G, Pitilakis K (2018) Improved R-F relations for the transversal seismic analysis of rectangular tunnels. Soil Dynamics and Earthquake Engineering 107:48–65, DOI: https://doi.org/10.1016/j.soildyn.2018.01.004
Tsinidis G, de Silva F, Anastasopoulos I, Bilotta E, Bobet A, Hashash YMA, He C, Kampas G, Knappett J, Madabhushi G, Nikitas N, Pitilakis K, Silvestri F, Viggiani G, Fuentes R (2020) Seismic behaviour of tunnels: From experiments to analysis. Tunnelling and Underground Space Technology 99:103334, DOI: https://doi.org/10.1016/j.tust.2020.103334
Wang GB, Wang YX, Chen B, Yu YL (2015) Analysis of factors influencing seismic response of tunnel-soil-ground structure system. Chinese Journal of Rock Mechanics and Engineering 34(6):1276–1287, DOI: https://doi.org/10.13722/j.cnki.jrme.2014.1128
Wang GB, Yuan MZ, Miao Y, Wu J, Wang YX (2018) Experimental study on seismic response of underground tunnel-soil-surface structure interaction system. Tunnelling and Underground Space Technology 76:145–159, DOI: https://doi.org/10.1016/j.tust.2018.03.015
Wang HD, Chang GL, Sheng WC (2017) Seismic performance of soil-foundation-RC frame under near-fault horizontal and vertical earthquake. Earthquake Engineering and Engineering Dynamics 37(1):192–198, DOI: https://doi.org/10.13197/j.eeev.2017.01.192.wanghd.024
Wang JZ, Zhu X (2003) Acceleration-sensitive region under pulsational ground motion near seismic source. China Railway Science 24(6):27–30, DOI: https://doi.org/10.3321/j.issn:1001-4632.2003.06.007
Wang MM, Wang Y, Zhu LG, Wang Y (2019) Characteristics and countermeasures of vertical seismic response for super high-rise buildings. Building Structure 49(22):34–45, DOI: https://doi.org/10.19701/j.jzjg.2019.22.006
Yang J, Sato T, Savidis S, Li XS (2002) Horizontal and vertical components of earthquake ground motions at liquefiable sites. Soil Dynamics and Earthquake Engineering 22:229–240, DOI: https://doi.org/10.1016/S0267-7261(02)00010-6
Yang JR, Qi CZ, Wei XK, Liu, TT (2016) Dynamic response of mid-pillar under vertical seismic excitation in treble-span shallowly buried underground structure. Journal of Beijing University of Civil Engineering and Architecture 32(1):42–45, DOI: https://doi.org/10.3969/j.issn.1004-6011.2016.01.009
Yi WJ, Wang WY (2012) Effect of vertical ground motion on seismic behavior of RC frame in near-fault region. China Civil Engineering Journal 45(10):81–88, DOI: https://doi.org/10.15951/j.tmgcxb.2012.10.014
Yu HY, Wang D, Yang YQ, Lu DW, Xie QC, Zhang MY, Zhou BF, Jiang WX, Cheng X, Yang J (2008) The preliminary analysis of strong ground motion characteristics from the MS8.0 wenchuan earthquake, China. Technology for Earthquake Disaster Prevention 3(4):321–336, DOI: https://doi.org/10.3969/j.issn.1673-5722.2008.04.001
Zhang B, Li SC, Yang XY, Wang XP (2009) Research on seismic wave input with three-dimensional viscoelastic artificial boundary. Rock and Mechanics 30(3):774–778, DOI: https://doi.org/10.3969/j.issn.1000-7598.2009.03.036
Zhang LX, Zhang JW (2010) Analysis of near-field and far-field ground motion and its seismic influence. Journal of Civil, Architectural and Environmental Engineerin 32(S2):84–86 (in Chinese)
Zhuang HY, Cheng SG, Chen GX (2008) Numerical simulation and analysis of earthquake damages of Dakai metro station caused by Kobe earthquake. Rock and Soil Mechanics 29(1):245–250, DOI: https://doi.org/10.3969/j.issn.1000-7598.2008.01.046
Zhuang HY, Wang X, Miao Y, Yao EL, Chen S, Ruan B, Chen GX (2019) Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test. Soil Dynamics and Earthquake Engineering 116:371–385, DOI: https://doi.org/10.1016/j.soildyn.2018.09.051
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The authors gratefully acknowledge the financial support provided by the science and technology project of Hebei province (NO.16275406D).
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Li, Y., Tian, Y. & Zong, J. Seismic Responses of a Tunnel-Soil-Surface Structure System under Multidimensional Near-Field and Far-Field Seismic Waves through a Shaking Table Test. KSCE J Civ Eng 26, 4717–4736 (2022). https://doi.org/10.1007/s12205-022-2315-3
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DOI: https://doi.org/10.1007/s12205-022-2315-3