Approximate Analytical Expressions of the Fundamental Peak Frequency and the Amplification Factor of S-wave Transfer Function in a Viscoelastic Layered Model

It is well known that the resonance frequency and amplification factor of soft-soil can be explained in terms of an S-wave transfer function. This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by...

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Veröffentlicht in:Pure and applied geophysics 2019-04, Vol.176 (4), p.1433-1443
Hauptverfasser: Tuan, Tran Thanh, Vinh, Pham Chi, Aoudia, Abdelkrim, Dung, Truong Thi Thuy, Manu-Marfo, Daniel
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container_title Pure and applied geophysics
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Vinh, Pham Chi
Aoudia, Abdelkrim
Dung, Truong Thi Thuy
Manu-Marfo, Daniel
description It is well known that the resonance frequency and amplification factor of soft-soil can be explained in terms of an S-wave transfer function. This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by a stack of viscoelastic soft layers that are assumed isotropic and homogeneous. First, the exact formula of the Type-II S-wave transfer function is obtained using the transfer matrix method. Then approximate expressions of the fundamental peak frequency of the S-wave transfer function and the corresponding amplification factor are derived. The fundamental peak frequency expression has a similar form of the quarter-wavelength law for the model of one layer only, but with two additional factors. The first factor shows the coupling effect between the soft layers and the bedrock through the impedance contrast. The second factor shows the effect of the viscosity of the layers and bedrock. The expression of the amplification is also expressed in a similar way. Some numerical calculations are carried out to compare results from synthetic data and the newly obtained expressions. The numerical calculation shows that the prediction from the obtained expressions for the peak frequency and the amplification factor seems to underestimate the corresponding results from synthetic data. However, the obtained expressions reflect very well the change of peak frequency and amplification factor due to the viscosity.
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This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by a stack of viscoelastic soft layers that are assumed isotropic and homogeneous. First, the exact formula of the Type-II S-wave transfer function is obtained using the transfer matrix method. Then approximate expressions of the fundamental peak frequency of the S-wave transfer function and the corresponding amplification factor are derived. The fundamental peak frequency expression has a similar form of the quarter-wavelength law for the model of one layer only, but with two additional factors. The first factor shows the coupling effect between the soft layers and the bedrock through the impedance contrast. The second factor shows the effect of the viscosity of the layers and bedrock. The expression of the amplification is also expressed in a similar way. Some numerical calculations are carried out to compare results from synthetic data and the newly obtained expressions. The numerical calculation shows that the prediction from the obtained expressions for the peak frequency and the amplification factor seems to underestimate the corresponding results from synthetic data. However, the obtained expressions reflect very well the change of peak frequency and amplification factor due to the viscosity.</description><identifier>ISSN: 0033-4553</identifier><identifier>EISSN: 1420-9136</identifier><identifier>DOI: 10.1007/s00024-018-2064-x</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Amplification ; Bedrock ; Earth and Environmental Science ; Earth Sciences ; Geophysics/Geodesy ; Mathematical analysis ; Mathematical models ; Peak frequency ; Soil ; Transfer functions ; Viscoelasticity ; Viscosity ; Wave propagation ; Wavelength</subject><ispartof>Pure and applied geophysics, 2019-04, Vol.176 (4), p.1433-1443</ispartof><rights>Springer Nature Switzerland AG 2018</rights><rights>Pure and Applied Geophysics is a copyright of Springer, (2018). 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Geophys</addtitle><description>It is well known that the resonance frequency and amplification factor of soft-soil can be explained in terms of an S-wave transfer function. This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by a stack of viscoelastic soft layers that are assumed isotropic and homogeneous. First, the exact formula of the Type-II S-wave transfer function is obtained using the transfer matrix method. Then approximate expressions of the fundamental peak frequency of the S-wave transfer function and the corresponding amplification factor are derived. The fundamental peak frequency expression has a similar form of the quarter-wavelength law for the model of one layer only, but with two additional factors. The first factor shows the coupling effect between the soft layers and the bedrock through the impedance contrast. 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Geophys</stitle><date>2019-04-01</date><risdate>2019</risdate><volume>176</volume><issue>4</issue><spage>1433</spage><epage>1443</epage><pages>1433-1443</pages><issn>0033-4553</issn><eissn>1420-9136</eissn><abstract>It is well known that the resonance frequency and amplification factor of soft-soil can be explained in terms of an S-wave transfer function. This paper concerns the propagation of a vertical incident Type-II S-wave, which is an S-wave with SH-polarization, from the viscoelastic bedrock overlain by a stack of viscoelastic soft layers that are assumed isotropic and homogeneous. First, the exact formula of the Type-II S-wave transfer function is obtained using the transfer matrix method. Then approximate expressions of the fundamental peak frequency of the S-wave transfer function and the corresponding amplification factor are derived. The fundamental peak frequency expression has a similar form of the quarter-wavelength law for the model of one layer only, but with two additional factors. The first factor shows the coupling effect between the soft layers and the bedrock through the impedance contrast. The second factor shows the effect of the viscosity of the layers and bedrock. The expression of the amplification is also expressed in a similar way. Some numerical calculations are carried out to compare results from synthetic data and the newly obtained expressions. The numerical calculation shows that the prediction from the obtained expressions for the peak frequency and the amplification factor seems to underestimate the corresponding results from synthetic data. However, the obtained expressions reflect very well the change of peak frequency and amplification factor due to the viscosity.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s00024-018-2064-x</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0001-6116-3987</orcidid></addata></record>
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subjects Amplification
Bedrock
Earth and Environmental Science
Earth Sciences
Geophysics/Geodesy
Mathematical analysis
Mathematical models
Peak frequency
Soil
Transfer functions
Viscoelasticity
Viscosity
Wave propagation
Wavelength
title Approximate Analytical Expressions of the Fundamental Peak Frequency and the Amplification Factor of S-wave Transfer Function in a Viscoelastic Layered Model
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