Technical Notes
Mar 30, 2018

Scattering of Plane SH Waves Induced by a Semicylindrical Canyon with a Subsurface Circular Lined Tunnel

Publication: International Journal of Geomechanics
Volume 18, Issue 6

Abstract

An analytical study of multiple scattering of plane shear horizontal (SH) waves induced by a semicylindrical canyon and a nearby buried circular lined tunnel in a homogeneous elastic half-space is presented using the wavefunction expansion method. The wavefields are given in terms of the wavefunction series with unknown complex coefficients in corresponding coordinate systems. Then, when the relative location between the canyon and tunnel is taken into consideration, the two wavefields induced by the tunnel and its mirror are described in the local coordinate system by applying the oblique form of Graf’s addition theorem. Finally, the unknowns are solved by taking advantage of boundary conditions. The effects of the location and size of the tunnel and the frequency of incident waves on surface-displacement amplitudes are illustrated. Based on an analysis of the numerical results, the effects of the location of the tunnel on canyon ground motions are significant. It was found that a pattern of amplification can obviously take place at the left shoulder of the canyon with a subsurface lined tunnel under horizontal incident SH waves.

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Acknowledgments

This work was supported by the National Key Basic Research Program of China (973 Program) (Grant 2015CB057901), the National Natural Science Foundation of China (Grants 41630638, 51479050, and 51608172), the National Key Research and Development Program of China (Grant 2016YFC0800205), the Public Service Sector R&D Project of the Ministry of Water Resource of China (Grant 201501035-03), and the 111 Projects (Grant B13024).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 6June 2018

History

Received: Mar 10, 2017
Accepted: Nov 13, 2017
Published online: Mar 30, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 30, 2018

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Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Lecturer, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]
Denghui Dai [email protected]
Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]

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