Influence of Rigidity, Irregularity and Initial Stress on Shear Waves Propagation in Multilayered Media

R. K. Poonia, N. Basatiya, Kaliraman
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Abstract

The propagation of shear waves in an anisotropic fluid saturated porous layer over a prestressed semi-infinite homogeneous elastic half-space lying under an elastic homogeneous layer with irregularity present at the interface with rigid boundary has been studied. The rectangular irregularity has been taken in the half-space. The dispersion equation for shear waves is derived by using the perturbation technique followed by Fourier transformations. The dimensionless phase velocity is plotted against dimensionless wave number for the different size of ratios of depth of rectangular irregularity with the height of the layer and anisotropy parameters with the help of MATLAB graphical routines in presence and absence of initial stress. From the graphical results, it has been seen that the phase velocity is significantly influenced by the wave number, the depth of the irregularity, rigid boundary and initial stress. The acquired outcomes can be valuable for the investigation of geophysical prospecting and understanding the cause and evaluating of damage due to earthquakes.
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刚度、不规则性和初始应力对多层介质中横波传播的影响
研究了各向异性流体饱和多孔层中剪切波在弹性均匀层下的半无限均匀弹性半空间上的传播,该半空间在刚性边界处存在不规则性。在半空间中取了矩形不规则。利用摄动技术和傅立叶变换,导出了横波的色散方程。在存在和不存在初始应力的情况下,利用MATLAB图形程序绘制了矩形不规则深度比与层高和各向异性参数的不同大小的无量纲相速度与无量纲波数的关系。从图形结果可以看出,波数、不规则深度、刚性边界和初始应力对相速度有显著影响。所得结果对物探调查、了解地震灾害原因和评价地震灾害具有一定的参考价值。
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