Dynamic impedances of multiple strips on multi-layered transversely isotropic poroelastic soils

IF 3.2 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Teerapong Senjuntichai , Barami Phulsawat , Suraparb Keawsawasvong , Wichairat Kaewjuea
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引用次数: 0

Abstract

Geo-materials naturally display a certain degree of anisotropy due to various effects such as deposition. Besides, they are often two-phase materials with a solid skeleton and voids filled with water, and commonly known as poroelastic materials. In the past, despite numerous studies investigating the vibrations of strip foundations, dynamic impedance functions for multiple strip footings bonded to the surface of a multi-layered transversely isotropic poroelastic half-plane have never been reported in the literature. They are first presented in this paper. All strip foundations are assumed to be rigid, fully permeable, and subjected to three types of time-harmonic loadings. The dynamic interaction problem is investigated by using an exact stiffness matrix method and a discretization technique. The flexibility equations are established by enforcing the appropriate rigid body displacement boundary conditions at each footing-layered soil interface. Numerical results for dynamic impedance functions of two-strip system are presented to illustrate the influence of various effects on dynamic responses of multiple rigid strip foundations.

多层横向各向同性孔弹性土上多条带的动态阻抗
由于沉积等各种影响,地质材料自然会表现出一定程度的各向异性。此外,它们通常是两相材料,具有固体骨架和充满水的空隙,通常被称为孔弹性材料。过去,尽管对带状地基振动进行了大量研究,但文献中从未报道过粘结在多层横向各向同性孔弹性半平面表面的多个带状地基的动态阻抗函数。本文首次对其进行了介绍。假定所有条形地基都是刚性的、完全透水的,并承受三种时谐荷载。本文采用精确刚度矩阵法和离散化技术研究了动态相互作用问题。通过在每个基脚-分层土壤界面强制执行适当的刚体位移边界条件,建立了柔性方程。文中给出了双条带系统动态阻抗函数的数值结果,以说明各种效应对多刚性条带地基动态响应的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
自引率
0.00%
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0
审稿时长
52 days
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