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contributor authorGao Yufeng;Chen Xin;Zhang Ning;Dai Denghui;Yu Xin
date accessioned2019-02-26T07:51:47Z
date available2019-02-26T07:51:47Z
date issued2018
identifier other%28ASCE%29GM.1943-5622.0001137.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249899
description abstractAn 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.
publisherAmerican Society of Civil Engineers
titleScattering of Plane SH Waves Induced by a Semicylindrical Canyon with a Subsurface Circular Lined Tunnel
typeJournal Paper
journal volume18
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001137
page6018012
treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
contenttypeFulltext


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