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The method of fundamental solutions for the elastic wave scattering in a double-porosity dual-permeability medium

机译:双孔隙率双渗透培养基中弹性波散射的基本解决方案的方法

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For materials that have a matrix porosity at the microscopic scale, and an interconnecting fracture system at the mesoscopic scale, the double-porosity dual-permeability model provides a better prediction of seismic wave attenuation than the single porosity model, due to the flow exchange mechanism between these different size pores. The current work offers for the first time a numerical solution tool based on the method of fundamental solutions for problems of 3-D wave scattering and dynamic stress concentration around scatterers, such as cavities and embedded inhomogeneous inclusions, in an infinite double-porosity dual-permeability medium. The method of fundamental solutions is based on the spherical wave potentials representing three compressional waves and one shear wave. The accuracy and stability of the method are tested against other available results, and are demonstrated to be excellent. Wave scattering and dynamic stress concentration problems due to spherical cavity and poroelastic inclusion are then investigated for incident plane P1 and SV waves in the frequency domain. The research shows that the seismic responses are sensitive to the incident frequency, the boundary drainage condition, and material properties such as porosity.
机译:对于在微观尺度处具有基质孔隙率的材料,以及在介于介质刻度下互连的断裂系统,由于流动交换机构,双孔隙率双渗透性模型提供比单个孔隙率模型更好地预测地震波衰减在这些不同的尺寸孔之间。目前的工作首次提供了一种基于基于基本解决方案方法的数值解决方案工具,用于三维波散射和散射体周围的动态应力集中,例如空腔和嵌入的不均匀夹杂物,在无限的双孔隙率双孔隙中渗透介质。基础解决方案的方法基于表示三个压缩波和一个剪切波的球面波电位。该方法的准确性和稳定性对其他可用结果进行了测试,并证明优异。然后研究了频域中的入射平面P1和SV波引起的波散射和动态应力集中问题。该研究表明,地震反应对入射频率,边界排水条件和诸如孔隙率的材料特性敏感。

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