Structural strain estimates of a circular tunnel under seismic hazards

This paper presents an analytical approach to estimate 3-dimensional structural strains of a circular tunnel under an earthquake ground motion. Theoretical expressions including not only the axial and bending strains in the longitudinal direction but also the cross-sectional strains of a tunnel are...

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Main Authors: Koike, Takeshi, Garciano, Lessandro Estelito O.
Format: text
Published: Animo Repository 2022
Online Access:https://animorepository.dlsu.edu.ph/faculty_research/6115
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Institution: De La Salle University
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spelling oai:animorepository.dlsu.edu.ph:faculty_research-67562022-05-20T08:29:04Z Structural strain estimates of a circular tunnel under seismic hazards Koike, Takeshi Garciano, Lessandro Estelito O. This paper presents an analytical approach to estimate 3-dimensional structural strains of a circular tunnel under an earthquake ground motion. Theoretical expressions including not only the axial and bending strains in the longitudinal direction but also the cross-sectional strains of a tunnel are developed in order to assess the current seismic design methods. Furthermore, the theoretical derivation of the soil and tunnel interaction effect can provide the analytical expression of soil spring modulus. Numerical results suggest that the cross-sectional tunnel strains are dependent upon the tunnel liner's rigidity, so that the current design methods might overestimate the structural strains of the tunnel, especially having the liner's hard rigidity for the Level 2 earthquake in Japan. 2022-06-04T11:03:48Z text https://animorepository.dlsu.edu.ph/faculty_research/6115 Faculty Research Work Animo Repository
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
description This paper presents an analytical approach to estimate 3-dimensional structural strains of a circular tunnel under an earthquake ground motion. Theoretical expressions including not only the axial and bending strains in the longitudinal direction but also the cross-sectional strains of a tunnel are developed in order to assess the current seismic design methods. Furthermore, the theoretical derivation of the soil and tunnel interaction effect can provide the analytical expression of soil spring modulus. Numerical results suggest that the cross-sectional tunnel strains are dependent upon the tunnel liner's rigidity, so that the current design methods might overestimate the structural strains of the tunnel, especially having the liner's hard rigidity for the Level 2 earthquake in Japan.
format text
author Koike, Takeshi
Garciano, Lessandro Estelito O.
spellingShingle Koike, Takeshi
Garciano, Lessandro Estelito O.
Structural strain estimates of a circular tunnel under seismic hazards
author_facet Koike, Takeshi
Garciano, Lessandro Estelito O.
author_sort Koike, Takeshi
title Structural strain estimates of a circular tunnel under seismic hazards
title_short Structural strain estimates of a circular tunnel under seismic hazards
title_full Structural strain estimates of a circular tunnel under seismic hazards
title_fullStr Structural strain estimates of a circular tunnel under seismic hazards
title_full_unstemmed Structural strain estimates of a circular tunnel under seismic hazards
title_sort structural strain estimates of a circular tunnel under seismic hazards
publisher Animo Repository
publishDate 2022
url https://animorepository.dlsu.edu.ph/faculty_research/6115
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