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Rocking vibrations of rigid foundations on multi-layered poroelastic media

机译:多层孔弹性介质上刚性基础的摇摆振动

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摘要

This paper presents rocking vibrations of a rigid foundation resting on a multi-layered poroelastic half-space. The foundation is assumed to be rigid and massless, and subjected to a time-harmonic moment. In addition, each layer of the multi-layered half-space is governed by Biot's theory of poroelastodynamics. The contact surface between the foundation and the layered half-space is smooth, and either fully permeable or impermeable. This dynamic interaction problem is studied by employing a discretization technique and an exact stiffness matrix scheme. Comparisons with existing solutions on rocking vibrations of rigid foundations on elastic and poroelastic media are shown to verify the accuracy of the present scheme. Selected numerical results on rocking compliances of rigid foundations of various shapes and mudmat foundations are presented. In addition, a dynamic interaction problem involving closely spaced foundations under rocking vibrations is also presented to demonstrate the applicability of the present solution scheme.
机译:本文介绍了在多层腹弹性半空间上搁置刚性基础的摇摆振动。假设基础是刚性和全质量的,并经受时间谐波的力矩。此外,多层半空间的每层由Biot的Poroelastodynamics理论控制。基础和层状半空间之间的接触表面是光滑的,并且完全渗透或不可渗透。通过采用离散化技术和精确的刚度矩阵方案来研究该动态相互作用问题。显示了对弹性和多孔弹性介质上的刚性基础摇摆振动的现有解决方案的比较,验证了本方案的准确性。介绍了各种形状和泥浆基础刚性基础的摇摆令人震撼素质的所选数值结果。此外,还提出了涉及在摇摆振动下紧密间隔的基础的动态相互作用问题,以证明目前解决方案方案的适用性。

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