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On the implications of the principle of physical causality in the propagation of seismic waves in geomaterials

机译:论物理因果原理对地震波在地球材料中传播的影响

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The objective of this paper is to illustrate some important implications of the principle of physical causality in the propagation of seismic waves in geomaterials at low-strain levels. Under these conditions the simplest constitutive model able to capture the capacity exhibited by geomaterials, subjected to small amplitude dynamic excitations, to absorb and dissipate strain energy is linear viscoelasticity. An important result implied by this theory of material behaviour is that the phase velocities of P and S waves and material damping ratio are not independent quantities but they are related by the Kramers-Kronig dispersion equations, which are nothing but a statement of the necessary and sufficient conditions required of a viscoelastic continuum so that a pulse propagating through it satisfies the principle of physical causality Approximate and recently obtained exact solutions of the Kramers-Kronig equations, which from a mathematical point of view are a pair of linear, singular integral equations with Cauchy kernel, are illustrated. The exact solutions were derived with no simplifying assumptions beyond the so-called fading memory hypothesis, a rather weak conjecture well fulfilled by geomaterials which states that the current stress tensor depends more strongly on the recent rather than on the distant strain history. These rigorous solutions of the Kramers-Kronig relations are attractive as they allow, at least in principle, the calculation of frequency-dependent damping ratio from phase velocity dispersion and, inversely, frequency-dependent phase velocity of P and S waves from the spectrum of damping ratio. Thus these solutions conjure up a new approach in determining the small-strain dynamic properties of geomaterials with measurements only of one material function. The theoretical results were validated using experimental data from non-resonant column tests carried out on fine-grained soils,. Furthermore, they were shown to be consistent with previously derived approximate solutions of the Kramers-Kronig relations and in particular with the well-known dispersion relation widely used in seismology based on the assumption that material damping ratio is rate-independent over the seismic frequency band.
机译:本文的目的是说明物理因果原理对地震波在低应变水平下在土工材料中传播的一些重要含义。在这些条件下,最简单的本构模型是线性粘弹性,它能够捕获土工材料在小振幅动态激励下表现出的吸收和耗散应变能的能力。该材料行为理论所暗示的一个重要结果是,P波和S波的相速度和材料阻尼比不是独立的量,而是与Kramers-Kronig色散方程相关联的,它们只是必要性和必要性的陈述。粘弹性连续体需要足够的条件,以使通过它传播的脉冲满足物理因果性原理。Kramers-Kronig方程的近似值和最近获得的精确解,从数学的角度来看,是一对线性奇异积分方程,具有说明了柯西内核。确切的解决方案是在没有所谓的衰落记忆假说的前提下得出的,没有简化的假设,这是一种相当弱的猜想,由地球材料很好地满足了,该假说认为当前的应力张量更多地取决于近期而不是遥远的应变历史。这些严格的Kramers-Kronig关系解很有吸引力,因为它们至少在原则上允许从相速度色散计算频率相关的阻尼比,以及反过来从P波谱和S波谱计算频率相关的相速度。阻尼比。因此,这些解决方案构想出一种仅通过测量一种材料功能即可确定土工材料小应变动态特性的新方法。使用在细粒土壤上进行的非共振柱试验的实验数据验证了理论结果。此外,基于材料阻尼比在地震频带上与速率无关的假设,它们与先前推导的Kramers-Kronig关系的近似解一致,尤其与在地震学中广泛使用的众所周知的色散关系一致。 。

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