Three-dimensional absorbing boundary for analysis of fluid-saturated porous media
โ Scribed by Mohammad Reza Maleki Javan; Asadollah Noorzad; Manouchehr Latifi Namin
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 245 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0266-352X
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โฆ Synopsis
Saturated porous media shows a complicated interaction behaviour of solid and fluid. The new formulation, called thin layer method, is able to absorb all kind of energies. It computes the associated mode shapes for both Rayleigh and Love surface waves in saturated soil. In this method, effect of pore water pressure generation is considered in three-dimensional condition. In the soil-structure interaction analysis the submerged condition affects significantly the characteristics of the waves generated by the dynamic excitations and increases the soil stiffness when loading rate is fast relative to the pore fluid diffusions rate. The present method can take into account the effects of pore fluid motions relative to the soil skeleton and thus the effects of submerged soil. Good results with compare to analytical solution in spite of zero distance between structure and boundary shows that this absorbing boundary can greatly suppress spuriously reflected waves and efficiently model the far field of the system with sufficient accuracy.
๐ SIMILAR VOLUMES
General absorbing boundary conditions based on Biot's two-phase mixture theory and paraxial approximation is presented for the dynamic analysis of fluid-saturated porous media with isotropic, transverse isotropic, and anisotropic properties. For the last two cases, the equivalent Lame's constants, u
Three!dimensional displacement discontinuity solutions for linear elastic\ homogeneous\ isotropic\ ~uid!saturated media are derived[ The solutions are obtained from a combination of point force dipoles and an instantaneous ~uid source[ These solutions are the Green|s functions necessary for a numeri