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Rock Mechanics and Rock Engineering

Erschienen in:

14.10.2023 | Original Paper

Analytical Solution for Seismic Response of Deep Tunnels Near a Fault Zone Subjected to SH Waves

verfasst von: Haitao Yu, Gong Chen, Antonio Bobet

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 1/2024

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Abstract

A novel analytical solution for stresses and displacements of deep tunnels near a fault zone subjected to SH waves is presented. The ground, fault and liner are assumed as linear isotropic elastic, with a no-slip condition at all contact interfaces. It is assumed that the tunnel is parallel to the fault and therefore the displacements perpendicular to the tunnel axis are zero. The effect of the fault on the wave diffracted by the tunnel is neglected, to be able to obtain the solution. Validation of the proposed analytical solution is accomplished by comparing the results of the solution with those obtained from ABAQUS. The relevance of key parameters, namely: the stiffness ratio between the fault and the ground, the width of the fault, and the frequency of the incident SH wave, are discussed using the numerical results and analytical formulation.

Vorheriger Artikel Effects of Creep on Shield Tunnelling Through Squeezing Ground

Nächster Artikel Dynamic Test Response of Ground Support Systems for Underground Excavations at the Walenstadt Testing Facility

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Titel: Analytical Solution for Seismic Response of Deep Tunnels Near a Fault Zone Subjected to SH Waves
verfasst von: Haitao Yu
Gong Chen
Antonio Bobet
Publikationsdatum: 14.10.2023
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 1/2024
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-023-03530-w

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