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首页> 外文期刊>Advances in Water Resources >Propagation And Attenuation Of Rayleigh Waves In A Semi-infinite Unsaturated Poroelastic Medium
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Propagation And Attenuation Of Rayleigh Waves In A Semi-infinite Unsaturated Poroelastic Medium

机译:瑞利波在半无限不饱和多孔弹性介质中的传播和衰减

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摘要

An analytical model for describing the propagation and attenuation of Rayleigh waves along the free surface of an elastic porous medium containing two immiscible, viscous, compressible fluids is developed in the present study based on the poroelastic equations formulated by Lo et al. [Lo WC, Sposito G, Majer E. Wave propagation through elastic porous media containing two immiscible fluids. Water Resour Res 2005;41 :W02025]. The dispersion equation obtained is complex-valued due to viscous dissipation resulting from the relative motion of the solid to the pore fluids. As an excitation frequency is stipulated, the dispersion equation that is a cubic polynomial is numerically solved to determine the phase speed and attenuation coefficient of Rayleigh waves in Columbia fine sandy loam permeated by an air-water mixture. Our numerical results show that, corresponding to three dilatational waves, there is also the existence of three different modes of Rayleigh wave in an unsaturated porous medium, which are designated as the R1, R2, and R3 waves in descending order of phase speed, respectively. The phase speed of the Rl wave is non-dispersive (frequency-independent) in the frequency range we examined (10 Hz-10 kHz) and decreases as water saturation increases, whose magnitude ranges from 20% to 49% of that of the first dilatational wave with respect to water content. However, it is revealed numerically that the R2 and R3 waves are functions of excitation frequency. Given the same water saturation and excitation frequency, the phase speeds of the R2 and R3 waves are found to be approximately 90% of those of the second and third dilatational waves, respectively. The Rl wave has the lowest attenuation coefficient whereas the R3 wave attenuates highest.
机译:基于Lo等人的孔隙弹性方程,本研究建立了一个分析模型,用于描述瑞利波沿着包含两种不混溶,粘性,可压缩流体的弹性多孔介质自由表面的传播和衰减。 [Lo WC,Sposito G,MajerE。通过包含两种不混溶流体的弹性多孔介质的波传播。水资源研究2005; 41:W02025]。由于固体与孔隙流体的相对运动而导致的粘性耗散,获得的色散方程为复数值。当规定了激发频率时,对立方多项式的色散方程进行数值求解,以确定空气-水混合物渗透的哥伦比亚细砂质壤土中瑞利波的相速度和衰减系数。我们的数值结果表明,对应于三个膨胀波,在不饱和多孔介质中还存在三种不同的瑞利波模式,分别以相速降序分别表示为R1,R2和R3波。 。在我们研究的频率范围(10 Hz-10 kHz)中,R1波的相速度是非弥散性的(与频率无关),并且随着水饱和度的增加而降低,其幅度范围是第一水相幅度的20%至49%相对于水的膨胀波。然而,从数值上揭示了R2和R3波是激励频率的函数。给定相同的水饱和度和激发频率,发现R2和R3波的相速度分别约为第二和第三膨胀波的相速度的90%。 R1波的衰减系数最低,而R3波的衰减系数最高。

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