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首页> 外文期刊>International journal of geomechanics >Propagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers
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Propagation Attenuation of Plane Waves in Saturated Soil by Pile Barriers

机译:桩障在饱和土中平面波的传播衰减

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摘要

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. (C) 2017 American Society of Civil Engineers.
机译:近年来,已对桩障进行了广泛的研究。然而,特别重要的一项被忽略了:埋在流体饱和的多孔弹性土壤中的多排桩的衰减特性。本文研究了多排桩在流体饱和多孔弹性土壤中平面波的传播和衰减。首先,基于固态物理学的周期性理论,研究了由桩和饱和土组成的二维(2D)周期性结构的衰减带。全面研究了土壤的密度,弹性模量等物理参数以及桩障的几何参数对衰减带的影响。其次,建立了使用桩壁屏障的环境振动衰减数值分析模型,并在频域中进行了响应分析。本研究的结果为设计桩障以阻止流体饱和多孔弹性土壤中的中频振动提供了新概念。 (C)2017年美国土木工程师学会。

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