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Author:

Duan, Y. (Duan, Y..) | Huang, J. (Huang, J..) | Zhao, M. (Zhao, M..) | Zhao, X. (Zhao, X..) | Li, H. (Li, H..) | Du, X. (Du, X..)

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EI Scopus SCIE

Abstract:

Analytical solutions are widely adopted in the preliminary seismic design of tunnels, which gives credit to their quick response and convenience to provide the internal forces and displacements of tunnels. In the first part of this paper, five analytical solutions are extensively verified by comparing them with the reference solution which obtained by the dynamic finite element method. Some suggestions are given for their application in design according to the prediction results. The analytical solutions contain some assumptions, which may not be applicable to all possible scenarios. Therefore, the application scope of analytical solution in practical engineering is limited, and this application scope has not been discussed at present. In the second part of this paper, the applicability evaluation index is established for the first time to evaluate the critical condition for the application of analytical solution. Then, the applicability function is obtained by fitting the relationships between the critical condition and the flexibility ratios, which can be convenient to calculate the critical condition for the application of analytical solutions in engineering. Finally, the applicability of analytical solution in some engineering projects is correctly evaluated based on the proposed applicability evaluation index and applicability function. © 2023 Elsevier Ltd

Keyword:

Numerical validation Analytical solutions Tunnels Evaluation index Internal force Seismic waves

Author Community:

  • [ 1 ] [Duan Y.]Beijing Key Laboratory of Urban Underground Space Engineering, School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing, 100083, China
  • [ 2 ] [Duan Y.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Huang J.]Beijing Key Laboratory of Urban Underground Space Engineering, School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing, 100083, China
  • [ 4 ] [Zhao M.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhao X.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Li H.]School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 7 ] [Du X.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Soil Dynamics and Earthquake Engineering

ISSN: 0267-7261

Year: 2023

Volume: 174

4 . 0 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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