In-plane soil-structure interaction in layered, fluid-saturated, poroelastic half-space II: Pore pressure and volumetric strain
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文摘
Dynamic soil-structure interaction in layered poroelastic half-space. Biot's theory for waves in fully saturated poroelastic medium and Indirect Boundary Element Method. Two-dimensional structure on rigid foundation with coupled horizontal and rocking response. Excitation by plane P and SV waves. Peaks in pore pressure depend on system frequency and soil layer resonant frequency.

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