© 2017 The scattering of plane fast compressional waves (P1 waves) by a lined tunnel shallowly embedded in a poroelastic half-space is solved by indirect boundary integration equation method for a poroelastic half space. The displacement amplification on ground surface, dynamic stress concentration within the tunnel, and pore pressure fluctuation on the interface are investigated in the frequency domain, and are also compared with the results of the corresponding unlined cavity. Numerical results illustrate that the scattering of plane P1 waves around the tunnel strongly depends on the porosity of the surrounding medium, frequency and angle of the incident wave, tunnel depth. Significant amplification effect on the surface ground motion and...
An analytical wave function method for the calculation of vibrations from two tunnels embedded in a ...
Local inclusion topography has significant influence on seismic wave propagation, and the propagatio...
A computationally efficient semi-analytical solution for ground-borne vibrations from underground ra...
An analytical solution for the scattering of harmonic P1 and SV waves in a poroelastic half-plane wi...
The scattering of elastic waves by underground cavities is an active research topic for its broad ap...
© 2017 Elsevier Ltd A meshless method based on the method of fundamental solution (MFS) is developed...
A closed-form analytical solution for ground-borne vibrations from a tunnel embedded in a saturated ...
© 2018 Elsevier Ltd A viscous-slip interface model is employed to simulate the contact between the t...
The scattering of plane SV waves by a two-dimensional canyon in saturated poroelastic half-space is ...
Abstract—According to the boundary integral equations, numerical simulation of wave scattering aroun...
The analytic solutions for the dynamic response of a shallow circular lined tunnel with an imperfect...
This paper derives a wave-function series expansion solution for the diffraction of incident plane S...
© 2019, © 2019 Informa UK Limited, trading as Taylor & Francis Group. This paper investigates the ...
In this paper a semi-analytical solution is proposed for modelling vibrations from a twin tunnel in ...
In this paper, dynamic response of a circular tunnel with prefabricated piecewise lining embedded in...
An analytical wave function method for the calculation of vibrations from two tunnels embedded in a ...
Local inclusion topography has significant influence on seismic wave propagation, and the propagatio...
A computationally efficient semi-analytical solution for ground-borne vibrations from underground ra...
An analytical solution for the scattering of harmonic P1 and SV waves in a poroelastic half-plane wi...
The scattering of elastic waves by underground cavities is an active research topic for its broad ap...
© 2017 Elsevier Ltd A meshless method based on the method of fundamental solution (MFS) is developed...
A closed-form analytical solution for ground-borne vibrations from a tunnel embedded in a saturated ...
© 2018 Elsevier Ltd A viscous-slip interface model is employed to simulate the contact between the t...
The scattering of plane SV waves by a two-dimensional canyon in saturated poroelastic half-space is ...
Abstract—According to the boundary integral equations, numerical simulation of wave scattering aroun...
The analytic solutions for the dynamic response of a shallow circular lined tunnel with an imperfect...
This paper derives a wave-function series expansion solution for the diffraction of incident plane S...
© 2019, © 2019 Informa UK Limited, trading as Taylor & Francis Group. This paper investigates the ...
In this paper a semi-analytical solution is proposed for modelling vibrations from a twin tunnel in ...
In this paper, dynamic response of a circular tunnel with prefabricated piecewise lining embedded in...
An analytical wave function method for the calculation of vibrations from two tunnels embedded in a ...
Local inclusion topography has significant influence on seismic wave propagation, and the propagatio...
A computationally efficient semi-analytical solution for ground-borne vibrations from underground ra...