A three-dimensional indirect boundary integral equation method for the scattering of seismic waves in a poroelastic layered half-space

比奥数 半空间 孔力学 散射 叠加原理 积分方程 衍射 地震波 边值问题 表面波 完全匹配层 地质学 物理 多孔介质 几何学 机械 多孔性 光学 数学分析 数学 地球物理学 岩土工程
作者
Lei Huang,Zhongxian Liu,Chengqing Wu,Jianwen Liang,Qiang Pei
出处
期刊:Engineering Analysis With Boundary Elements [Elsevier BV]
卷期号:135: 167-181 被引量:24
标识
DOI:10.1016/j.enganabound.2021.11.012
摘要

A new indirect boundary integral equation method (IBIEM) is developed to solve the seismic wave scattering problem in a three-dimensional fluid-saturated layered half-space. Based on Biot's theory, the Green's functions of inclined circular loads in porous elastic layered half-space are firstly deduced. According to the single-layer potential theory, when establishing the scattered wave field, the uniform surface loads and fluid sources are located directly on the boundary surfaces of the scatterers, so as to avoid determining the optimal location of fictitious wave sources surface. At the same time, the radiation condition of wave in semi-infinite layered media can be accurately realized by using the dynamic Green's function of concentrated load, and the computational memory can be greatly reduced. The scattering of seismic waves by a canyon topography in saturated layered half-space is examined in detail. The numerical results indicate that with the increase of the porosity of the overlying soil, the amplitude of surface displacement can be amplified by 1∼6 times, and the amplification effect is more significant near the corner of the canyon, which can be attributed to the superposition of wave diffraction effect and resonance amplification effect of saturated soil layer.

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