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Exact solution for the 1D transient response of saturated single-layer poroviscoelastic media

机译:饱和单层多孔黏弹性介质一维瞬态响应的精确解

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摘要

The basic equations for fluid-saturated porous media proposed by Biot are modified by replacing the classical linear elastic model of the solid skeleton with the Kelvin-Voigt model. Thus, the new theory can take into account the viscoelastic effect of the solid skeleton. After the establishment of appropriate boundary and initial conditions, a time-domain series solution for the transient response of a fluid-saturated single-layer poroviscoelastic medium is obtained by using the finite Fourier transform and the corresponding analytical inverse transform. Several numerical examples are provided to illustrate the validity of the exact solution and to investigate the influence of the viscosity coefficient, permeability coefficient, and load frequency on the transient response of a fluid-saturated single-layer poroviscoelastic medium.
机译:通过用Kelvin-Voigt模型代替固体骨架的经典线性弹性模型,可以修改Biot提出的流体饱和多孔介质的基本方程。因此,新理论可以考虑固体骨架的粘弹性效应。在建立了适当的边界和初始条件之后,通过使用有限傅里叶变换和相应的解析逆变换,获得了流体饱和单层多孔黏弹性介质瞬态响应的时域级数解。提供了几个数值示例来说明精确解的有效性,并研究粘度系数,渗透系数和负载频率对流体饱和单层多孔黏弹性介质瞬态响应的影响。

著录项

  • 来源
    《Computers and Geotechnics》 |2014年第6期|98-104|共7页
  • 作者单位

    Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, PR China;

    Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, PR China;

    MOE Key Lab of Soft Soils and Geo-environmental Engineering, Zhejiang University, Hangzhou 310058, PR China Anzong Building A421, Zijingang Campus, Zhejiang University, Hangzhou, Zhejiang Province 310058, PR China;

    MOE Key Lab of Soft Soils and Geo-environmental Engineering, Zhejiang University, Hangzhou 310058, PR China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Exact solution; Poroviscoelastic media; Transient response; Finite Fourier transform;

    机译:确切的解决方案;多孔弹性介质;瞬态响应;有限傅立叶变换;

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