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01-12-2019 | Technical Note

Site response analysis in cross-anisotropic alluvial deposits subjected to inclined incident SH wave

Authors: Foroogh Hemmati Masouleh, Reza Jamshidi Chenari, Reza Saleh Jalali, Ali Ghorbani

Published in: Innovative Infrastructure Solutions | Issue 1/2019

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Abstract

Elastic site response analysis in cross-anisotropic deposits has been elaborated due to incidence of inclined SH wave front. A site consisting of a single cross-anisotropic soil layer rested on a half-space representing the bedrock is examined, subjected to inclined SH wave and the out-of-plane displacement amplitude is obtained by assembling the dynamic stiffness matrices of the layer and the underlying bedrock. The effects of the cross-anisotropy substantiated in form of different horizontal and vertical shear moduli were investigated and discussed accordingly. Results showed that anisotropy has great effect on the site response; however, this effect becomes immaterial when the incidence angles are almost sub-horizontal.
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Literature
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Metadata
Title
Site response analysis in cross-anisotropic alluvial deposits subjected to inclined incident SH wave
Authors
Foroogh Hemmati Masouleh
Reza Jamshidi Chenari
Reza Saleh Jalali
Ali Ghorbani
Publication date
01-12-2019
Publisher
Springer International Publishing
Published in
Innovative Infrastructure Solutions / Issue 1/2019
Print ISSN: 2364-4176
Electronic ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-019-0219-y

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