Ground motion amplification pattern with TBM tunnels crossing soil-rock interface: Shaking table test

Underground Space (China) - Tập 12 - Trang 202-217 - 2023
Siming Li1, Roberto Cudmani2, Mingqing Xiao3, Zhiming Guo4, Yong Yuan1,5
1College of Civil Engineering, Tongji University, Shanghai, 200092, China
2Department of Civil and Environmental Engineering, Technical University of Munich, München 81245, Germany
3China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China
4Public Works Construction Center, Nanjing 210019, China
5State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

Tài liệu tham khảo

Abuhajar, O., El Naggar, H., & Newson, T. (2011). Effects of underground structures on amplification of seismic motion for sand with varying density. In Pan-Am CGS Geotechnical Conference, Canada. (pp. 2–6). Alielahi, 2015, Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM, Soil Dynamics and Earthquake Engineering, 71, 63, 10.1016/j.soildyn.2015.01.007 Anderson, 1986, Strong ground motion from the Michoacan, Mexico, earthquake, Science, 233, 1043, 10.1126/science.233.4768.1043 Baziar, 2014, Effect of underground tunnel on the ground surface acceleration, Tunnelling and Underground Space Technology, 44, 10, 10.1016/j.tust.2014.07.004 Baziar, 2016, Tunnel flexibility effect on the ground surface acceleration response, Earthquake Engineering and Engineering Vibration, 15, 457, 10.1007/s11803-016-0336-y Chen, 2020, Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels, Tunnelling and Underground Space Technology, 96, 10.1016/j.tust.2019.103197 Dravinski, 1983, Ground motion amplification due to elastic inclusions in a half-space, Earthquake Engineering & Structural Dynamics, 11, 313, 10.1002/eqe.4290110303 Fuglsang, 2020, The application of the theory of modelling to centrifuge studies, 119 Fung, Y. C. (1977). A first course in continuum mechanics. Englewood Cliffs. Garini, 2020, Soil, basin and soil–building–soil interaction effects on motions of Mexico City during seven earthquakes, Géotechnique, 70, 581, 10.1680/jgeot.18.P.314 Han, 2022, Seismic behaviors of utility tunnel-soil system: With and without joint connections, Underground Space, 7, 798, 10.1016/j.undsp.2021.08.001 Hashash, 2001, Seismic design and analysis of underground structures, Tunnelling and underground space technology, 16, 247, 10.1016/S0886-7798(01)00051-7 Kramer, 1996 Lee, 1992, Diffraction of SV waves by underground, circular, cylindrical cavities, Soil Dynamics and Earthquake Engineering, 11, 445, 10.1016/0267-7261(92)90008-2 Liu, 2022, Seismic response of underground structure–soil–aboveground structure coupling system: Current status and future prospects, Tunnelling and Underground Space Technology, 122, 10.1016/j.tust.2022.104372 Moghadam, 2016, Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation, Soil Dynamics and Earthquake Engineering, 83, 81, 10.1016/j.soildyn.2016.01.002 Pitilakis, 2013, Performance and seismic design of underground structures, 279 Ranf, 2001 Régnier, 2018, PRENOLIN: International benchmark on 1D nonlinear site—Response analysis—Validation phase exercise, Bulletin of the Seismological Society of America, 108, 876 Régnier, 2016, International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): Verification phase based on canonical cases, Bulletin of the Seismological Society of America, 106, 2112, 10.1785/0120150284 Seed, R. B. (1990). Preliminary report on the principal geotechnical aspects of the October 17, 1989, Loma Prieta earthquake. Report No. UCB/EERC-90/05. Smerzini, 2009, Effect of underground cavities on surface earthquake ground motion under SH wave propagation, Earthquake Engineering & Structural Dynamics, 38, 1441, 10.1002/eqe.912 Sun, 2012, Effects of underground structure on acceleration response of site, Vol. 368, 2791 Yiouta-Mitra, P., Kouretzis, G., Bouckovalas, G., & Sofianos, A. (2007). Effect of underground structures in earthquake resistant design of surface structures. In Dynamic response and soil properties (pp. 1–10). Yang, 2021, 1 g Shaking table test of segmental tunnel in sand under near-fault motions, Tunnelling and Underground Space Technology, 115, 10.1016/j.tust.2021.104080 Yoshida, 2015 Yu, 2018, Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings-part II: Application to the HZM immersed tunnel, Soil Dynamics and Earthquake Engineering, 108, 187, 10.1016/j.soildyn.2016.08.018 Yuan, 2020, A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand, Bulletin of Earthquake Engineering, 18, 5383, 10.1007/s10518-020-00909-w Yuan, 2018, Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings–Part I: Theory and validation, Soil Dynamics and Earthquake Engineering, 108, 177, 10.1016/j.soildyn.2016.08.017 Wang, 2018, Experimental study on seismic response of underground tunnel-soil-surface structure interaction system, Tunnelling and Underground Space Technology, 76, 145, 10.1016/j.tust.2018.03.015 Wang, J. N. (1993). Seismic Design of Tunnels – A Simple State-of-the-Art Design Approach Parsons. Brinckerhoff Quade & Douglas. Inc. (June 1993). Wong, 1985, Diffraction of elastic waves in a half-space. II. Analytical and numerical solutions, Bulletin of the Seismological Society of America, 75, 69 Wu, 2020, Seismic response of subway station in soft soil: Shaking table testing versus numerical analysis, Tunnelling and Underground Space Technology, 100, 10.1016/j.tust.2020.103389 Zhang, 2020, Effects of interior structure as double deck lanes on seismic performance of segmental linings, Tunnelling and Underground Space Technology, 103, 10.1016/j.tust.2020.103441 Zhang, 2020, Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests, Soil Dynamics and Earthquake Engineering, 136, 10.1016/j.soildyn.2020.106118