Scattering of harmonic P1 and SV waves by a shallow lined circular tunnel in a poroelastic half-plane

Journal Article (2022)
Authors

Qijian Liu (Hunan University)

Cheng Yue (Hunan University)

Mingjuan Zhao (TU Delft - Dynamics of Structures)

Research Group
Dynamics of Structures
Copyright
© 2022 Qijian Liu, Cheng Yue, M. Zhao
To reference this document use:
https://doi.org/10.1016/j.soildyn.2022.107306
More Info
expand_more
Publication Year
2022
Language
English
Copyright
© 2022 Qijian Liu, Cheng Yue, M. Zhao
Research Group
Dynamics of Structures
Volume number
158
DOI:
https://doi.org/10.1016/j.soildyn.2022.107306
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

An analytical solution for the scattering of harmonic P1 and SV waves in a poroelastic half-plane with a shallow lined tunnel is obtained using the plane complex theory in elastodynamics. In light of the wave function expansions, the wave fields of the poroelastic medium and the liner with unknown coefficients are obtained based on Biot's theory and Helmholtz decomposition. Complex-valued expressions of the effective stresses, the fluid stress, and the displacements of the poroelastic medium and the liner are expressed by the complex variable function method and the conformal transformation technique. With the boundary conditions and the continuity of the medium-liner interface, the boundary value problem results in a series of algebraic equations. The unknown coefficients in the infinite set of algebraic equations can be solved numerically by truncating the series number. A parametric study for the incident SV waves is performed to investigate dynamic stress concentrations and fluid stress of the medium and the liner. Numerical results show that the embedment depth of the tunnel, the incident angle of the excitations, and the porosity of the medium have considerable influence on the dynamic responses of the medium and the liner. The shielding effect of the tunnel on the incident SV waves is obvious. For the big embedment depth of the tunnel, the scattered waves contribute little to the displacements and dynamic stress concentration of the medium and the liner. For a high porosity close to the critical value, the response of the medium-liner system to the incident waves is great.

Files

1_s2.0_S0267726122001555_main.... (pdf)
(pdf | 7.36 Mb)
- Embargo expired in 01-07-2023
License info not available