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由于多孔弹性介质框架体积模量的不均匀性散射导致的频散和衰减。

Dispersion and attenuation due to scattering from heterogeneities of the frame bulk modulus of a poroelastic medium.

作者信息

Hefner Brian T, Jackson Darrell R

机构信息

Applied Physics Laboratory, University of Washington, 1013 Northeast 40th Street, Seattle, Washington 98105, USA.

出版信息

J Acoust Soc Am. 2010 Jun;127(6):3372-84. doi: 10.1121/1.3365316.

Abstract

While Biot theory can successfully account for the dispersion observed in sand sediments, the attenuation at high frequencies has been observed to increase more rapidly than Biot theory would predict. In an effort to account for this additional loss, perturbation theory is applied to Biot's poroelastic equations to model the loss due to the scattering of energy from heterogeneities in the sediment. A general theory for propagation loss is developed and applied to a medium with a randomly varying frame bulk modulus. The theory predicts that these heterogeneities produce an overall softening of the medium as well as scattering of energy from the mean fast compressional wave into incoherent fast and slow compressional waves. This theory is applied to two poroelastic media: a weakly consolidated sand sediment and a consolidated sintered glass bead pack. The random variations in the frame modulus do not have significant effects on the propagation through the sand sediment but do play an important role in the propagation through the consolidated medium.

摘要

虽然比奥理论能够成功解释在砂质沉积物中观察到的频散现象,但已观察到高频处的衰减比比奥理论预测的增加得更快。为了解释这种额外的损耗,将微扰理论应用于比奥的孔隙弹性方程,以模拟由于沉积物中不均匀性导致的能量散射引起的损耗。推导了一种传播损耗的通用理论,并将其应用于一种框架体积模量随机变化的介质。该理论预测,这些不均匀性会导致介质整体软化,以及能量从平均快纵波散射为非相干的快纵波和慢纵波。该理论应用于两种孔隙弹性介质:一种弱固结的砂质沉积物和一种固结的烧结玻璃珠填充体。框架模量的随机变化对通过砂质沉积物的传播没有显著影响,但在通过固结介质的传播中确实起着重要作用。

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