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    Propagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author:
    Zhifei Shi
    ,
    Yage Wen
    ,
    Qingjuan Meng
    DOI: 10.1061/(ASCE)GM.1943-5622.0000963
    Publisher: American Society of Civil Engineers
    Abstract: Extensive studies of pile barriers have been published in recent years. However, one important item in particular has been overlooked: the attenuation properties of multiple rows of piles embedded in fluid-saturated poroelastic soils. This paper investigates the propagation and attenuation of plane waves in fluid-saturated poroelastic soil by multiple rows of piles. First, the attenuation zones of a two-dimensional (2D) periodic structure consisting of piles and saturated soil are studied on the basis of the periodic theory of solid-state physics. The effects of physical parameters, such as the density and elastic modulus of soil, and geometric parameters of pile barriers on the attenuation zones are investigated comprehensively. Second, a numerical analytical model for ambient vibration attenuation using pile barriers is built, and the response analysis is performed in the frequency domain. Results of the present investigation provide a new concept for designing pile barriers to block midfrequency vibration in fluid-saturated poroelastic soil.
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      Propagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers

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    contributor authorZhifei Shi
    contributor authorYage Wen
    contributor authorQingjuan Meng
    date accessioned2017-12-16T09:12:06Z
    date available2017-12-16T09:12:06Z
    date issued2017
    identifier other%28ASCE%29GM.1943-5622.0000963.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239864
    description abstractExtensive studies of pile barriers have been published in recent years. However, one important item in particular has been overlooked: the attenuation properties of multiple rows of piles embedded in fluid-saturated poroelastic soils. This paper investigates the propagation and attenuation of plane waves in fluid-saturated poroelastic soil by multiple rows of piles. First, the attenuation zones of a two-dimensional (2D) periodic structure consisting of piles and saturated soil are studied on the basis of the periodic theory of solid-state physics. The effects of physical parameters, such as the density and elastic modulus of soil, and geometric parameters of pile barriers on the attenuation zones are investigated comprehensively. Second, a numerical analytical model for ambient vibration attenuation using pile barriers is built, and the response analysis is performed in the frequency domain. Results of the present investigation provide a new concept for designing pile barriers to block midfrequency vibration in fluid-saturated poroelastic soil.
    publisherAmerican Society of Civil Engineers
    titlePropagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers
    typeJournal Paper
    journal volume17
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000963
    treeInternational Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    contenttypeFulltext
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