Dynamic responses of train under deformation caused by underpass shield tunnel construction based on stochastic field theory
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5271-2.pdf
Reference24 articles.
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2. KUO Chen-ming, HUANG Cheng-hao, CHEN Yi-yi. Vibration characteristics of floating slab track [J]. Journal of Sound and Vibration, 2008, 317(3–5): 1017–1034. DOI: https://doi.org/10.1016/j.jsv.2008.03.051.
3. CAO Zhi-gang, XU Yi-fei, YUAN Zong-hao, et al. Nonstationary vibration responses of a three-dimensional tunnel-soil system excited by moving stochastic loads [J]. Computers and Geotechnics, 2020, 125: 103658. DOI: https://doi.org/10.1016/j.compgeo.2020.103658.
4. YASERI A, BAZYAR M H, JAVADY S. 2.5D coupled FEM-SBFEM analysis of ground vibrations induced by train movement [J]. Soil Dynamics and Earthquake Engineering, 2018, 104: 307–318. DOI: https://doi.org/10.1016/j.soildyn.2017.10.021.
5. JIN Da-long, YUAN Da-jun, LI Xing-gao, et al. Analysis of the settlement of an existing tunnel induced by shield tunneling underneath [J]. Tunnelling and Underground Space Technology, 2018, 81: 209–220. DOI: https://doi.org/10.1016/j.tust.2018.06.035.
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