Shaking Table Test on the Seismic Response of a Frame-Type Subway Station in Composite Soil
Publication: International Journal of Geomechanics
Volume 21, Issue 11
Abstract
With the development of urbanization, numerous underground structures were constructed in composite soil. It is common that the aseismic capacity of the underground structure is influenced by the soil. Hence, during the seismic design, the underground structure located at the composite soil should be noticed. In this study, the seismic response of a frame-type subway station located in composite soil was explored by shaking table tests. The acceleration response, the strain distribution, and the earth-pressure distribution of the model system under the motion of the Kobe wave and the Chongqing artificial wave were obtained and interpreted. The test results demonstrated that the peak acceleration response of the model soil and the model structure increases with the input acceleration and the distance to the shaking table. The acceleration response of the model soil is influenced by the location of the model structure, and the model soil can determine the seismic response of the model structure. The strong strain response of the model structure occurred when the peak accelerations of both input waves were greater than 0.4g. Under the action of major earthquakes (e.g., PGA = 0.4g, 0.8g, and 1.0g), the strain at the top of the upper intermediate column and the bottom of the lower intermediate column is significantly greater than that of other components. It is suggested that the ductility of the intermediate columns ought to focus on the seismic design of the frame-type station located in composite soil. The maximum earth-pressure occurs in the middle of the external side wall. The earth-pressure pattern demonstrates a U-type distribution in the X-direction, and the distribution characteristics are more significant as the input peak acceleration increases.
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Acknowledgments
This study was financially supported by the National Nature Science Foundation of China (Grant No. 51578091), and the authors are very grateful to the editors and reviewers for their kind and invaluable comments.
References
An, X., A. A. Shawky, and K. Maekawa. 1997. “The collapse mechanism of a subway station during the Great Hanshin earthquake.” Cem. Concr. Compos. 19 (3): 241–257. https://doi.org/10.1016/S0958-9465(97)00014-0.
Chen, G., S. Chen, C. Qi, X. Du, Z. Wang, and W. Chen. 2015a. “Shaking table tests on a three-arch type subway station structure in a liquefiable soil.” Bull. Earthquake Eng. 13 (6): 1675–1701. https://doi.org/10.1007/s10518-014-9675-0.
Chen, G., S. Chen, X. Zuo, X. Du, C. Qi, and Z. Wang. 2015b. “Shaking-table tests and numerical simulations on a subway structure in soft soil.” Soil Dyn. Earthquake Eng. 76: 13–28. https://doi.org/10.1016/j.soildyn.2014.12.012.
Chen, G., Z. Wang, X. Zuo, X. Du, and H. Gao. 2013. “Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground.” Earthquake Eng. Struct. Dyn. 42 (10): 1489–1507. https://doi.org/10.1002/eqe.2283.
Chen, J., H. Yu, A. Bobet, and Y. Yuan. 2020a. “Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels.” Tunnelling Underground Space Technol. 96: 103197. https://doi.org/10.1016/j.tust.2019.103197.
Chen, J., Y. Yuan, and H. Yu. 2020b. “Dynamic response of segmental lining tunnel.” Geotech. Test. J. 43 (3): 20170419. https://doi.org/10.1520/GTJ20170419.
Chen, S., H. Zhuang, D. Qu, J. Yuan, K. Zhao, and B. Ruan. 2019. “Shaking table test on the seismic response of large-scale subway station in a loess site: A case study.” Soil Dyn. Earthquake Eng. 123: 173–184. https://doi.org/10.1016/j.soildyn.2019.04.023.
Chen, Z. Y., W. Chen, Y. Li, and Y. Yuan. 2016. “Shaking table test of a multi-story subway station under pulse-like ground motions.” Soil Dyn. Earthquake Eng. 82: 111–122. https://doi.org/10.1016/j.soildyn.2015.12.002.
Chen, Z. Y., and Z. Liu. 2019. “Effects of pulse-like earthquake motions on a typical subway station structure obtained in shaking-table tests.” Eng. Struct. 198: 109557. https://doi.org/10.1016/j.engstruct.2019.109557.
Huo, H. 2005. “Seismic design and analysis of rectangular underground structures.” Ph.D. thesis, Lyles School of Civil Engineering, Purdue Univ.
Huo, H., A. Bobet, G. Fernández, and J. Ramírez. 2005. “Load transfer mechanisms between underground structure and surrounding ground: Evaluation of the failure of the daikai station.” J. Geotech. Geoenviron. Eng. 131 (12): 1522–1533. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1522).
Hushmand, A., S. Dashti, C. Davis, B. Hushmand, J. S. McCartney, J. Hu, and Y. Lee. 2016. “Seismic performance of underground reservoir structures: Insight from centrifuge modeling on the influence of backfill soil type and geometry.” J. Geotech. Geoenviron. Eng. 142 (11): 04016058. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001544.
Iida, H., T. Hiroto, N. Yoshida, and M. Iwafuji. 1996. “Damage to Daikai subway station.” Soils Found. 36: 283–300. https://doi.org/10.3208/sandf.36.Special_283.
Ishibashi, T., and H. Okamura. 1997. “Study on the design earthquake resistance and degree of earthquake damage of reinforced concrete viaducts.” Cem. Concr. Compos. 19 (3): 193–201. https://doi.org/10.1016/S0958-9465(97)00017-6.
Iwatate, T., Y. Kobayashi, and H. Kusu. 2000. “Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake.” In Proc.,12th World Conf. on Earthquake Engineering, 1043–1051. Pittsburgh, New Zealand: New Zealand Society for Earthquake Engineering.
Lemnitzer, A., L. Keykhosropour, Y. Kawamata, and I. Towhata. 2017. “Dynamic response of underground structures in sand: Experimental data.” Earthquake Spectra 33 (1): 347–372. https://doi.org/10.1193/032816eqs048dp.
Liu, T., S. Zheng, X. Tang, and W. Xu. 2019. “Experimental study on seismic response of a large-span and column-free subway station in composite strata.” Shock Vib. 2019: 8412390. https://doi.org/10.1155/2019/8412390.
Liu, Z., Z. Chen, S. Liang, and C. Li. 2020. “Isolation mechanism of a subway station structure with flexible devices at column ends obtained in shaking-table tests.” Tunnelling Underground Space Technol. 98: 103328. https://doi.org/10.1016/j.tust.2020.103328.
Lu, C. C., and J. H. Hwang. 2019. “Nonlinear collapse simulation of Daikai subway in the 1995 Kobe earthquake: Necessity of dynamic analysis for a shallow tunnel.” Tunnelling Underground Space Technol. 87: 78–90. https://doi.org/10.1016/j.tust.2019.02.007.
Matsui, J., K. Ohtomo, and K. Kanaya. 2004. “Development and validation of nonlinear dynamic analysis in seismic performance verification of underground RC structures.” J. Adv. Concr. Technol. 2 (1): 25–35. https://doi.org/10.3151/jact.2.25.
Meymand, P. J. 1998. “Shaking table scale model test of nonlinear soil–pile–superstructure interaction in soft clay.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California.
Owen, G. N., and R. Schott. 1981. Earthquake engineering of large Underground structures. Washington, DC: Federal Highway Administration.
Tang, B., X. Li, S. Chen, H. Zhuang, and H. P. Chen. 2020. “Investigations of seismic response to an irregular-section subway station structure located in a soft clay site.” Eng. Struct. 217: 110799. https://doi.org/10.1016/j.engstruct.2020.110799.
Tao, L., P. Ding, C. Shi, X. Wu, S. Wu, and S. Li. 2019. “Shaking table test on seismic response characteristics of prefabricated subway station structure.” Tunnelling Underground Space Technol. 91: 102994. https://doi.org/10.1016/j.tust.2019.102994.
Wang, G., M. Yuan, Y. Miao, J. Wu, and Y. Wang. 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.
Wu, W., S. Ge, Y. Yuan, W. Ding, and I. Anastasopoulos. 2020. “Seismic response of subway station in soft soil: Shaking table testing versus numerical analysis.” Tunnelling Underground Space Technol. 100: 103389. https://doi.org/10.1016/j.tust.2020.103389.
Yu, H., X. Yan, A. Bobet, Y. Yuan, G. Xu, and Q. Su. 2018. “Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings.” Bull. Earthquake Eng. 16 (2): 1041–1059. https://doi.org/10.1007/s10518-017-0223-6.
Yuan, Y., H. Yu, C. Li, X. Yan, and J. Yuan. 2018. “Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings—Part I: Theory and validation.” Soil Dyn. Earthquake Eng. 108: 177–186. https://doi.org/10.1016/j.soildyn.2016.08.017.
Yue, C., and Y. Zheng. 2019. “Shaking table test study on seismic behavior of underground structure with intermediate columns enhanced by concrete-filled steel tube (CFT).” Soil Dyn. Earthquake Eng. 127: 105838. https://doi.org/10.1016/j.soildyn.2019.105838.
Zhao, H., Y. Yuan, Z. Ye, H. Yu, and Z. Zhang. 2019. “Response characteristics of an atrium subway station subjected to bidirectional ground shaking.” Soil Dyn. Earthquake Eng. 125: 105737. https://doi.org/10.1016/j.soildyn.2019.105737.
Zhong, Z., Y. Shen, M. Zhao, L. Li, and H. Hao. 2020. “Seismic fragility assessment of the daikai subway station in layered soil.” Soil Dyn. Earthquake Eng. 132: 106044. https://doi.org/10.1016/j.soildyn.2020.106044.
Zhuang, H., G. Chen, Z. Hu, and C. Qi. 2016. “Influence of soil liquefaction on the seismic response of a subway station in model tests.” Bull. Eng. Geol. Environ. 75 (3): 1169–1182. https://doi.org/10.1007/s10064-015-0777-y.
Zhuang, H., X. Wang, Y. Miao, S. Chen, B. Ruan, and G. Chen. 2019a. “Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test.” Soil Dyn. Earthquake Eng. 116: 371–385. https://doi.org/10.1016/j.soildyn.2018.09.051.
Zhuang, H. Y., J. S. Fu, X. Yu, S. Chen, and X. H. Cai. 2019b. “Earthquake responses of a base-isolated structure on a multi-layered soft soil foundation by using shaking table tests.” Eng. Struct. 179: 79–91. https://doi.org/10.1016/j.engstruct.2018.10.060.
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Received: Aug 31, 2020
Accepted: Jul 29, 2021
Published online: Sep 15, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 15, 2022
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