Abstract

During analyzing of wave propagation processes in the fluid-saturated porous media unlike the theory of elasticity should be applied proposed by Biot the two phase model of media in which porous the solid elements are belonging to the first phase and the elements of pores fluid filler are belong to the second phase. Sometimes, for solving problems three phase model are used in which porous skeleton is partially saturated by fluid and partially saturated by gas. For the elastic porous media are introduced parameters such as: the porosity, the fluid viscosity, the permeability, the Biot coefficient of effective stress, the shear modulus and the bulk modulus, the mass densities and the total density of the porous material. Also the fundamental characteristic of the porous media is propagation of three different compression waves: the longitudinal fast wave, the second longitudinal slow wave, and the third transversal slow wave. One of the methods that are used for solving problems of poroelasticity is the Boundary Integral Equation Method. The algorithmic bases of it are the boundary analogues of Somiliani’s formulas for the solid displacements and the fluid pressure. The boundary integral equations and the fundamental solutions that are comprised in the poroelastic equations are different from the theory of elasticity analogues because the body with fluid-saturated pores is differ from the continuous homogeneous elastic media. Figures show that the graphs for the poroelastic region may be gradual approximated to the elastic analogues during changing some parameters. The biggest influence for displacements functions has change of the parameter R especially gradual increase of it for the some order. When for changing the functions graphs of the generalized derivatives one gradual increase of the parameter Q for one order is enough.

Highlights

  • Many natural and unnatural materials have pores structure especially fluid- or gas-saturated soils, rocks and porous building materials: timbers, sandstones, bricks, fillers for light concretes

  • In civil construction problems of the soil-water processes are described on the basis of the theory of the porous media that consists of the theory of mixes and the conception of volume factions

  • Figures present the graphs of the fundamental solutions functions: the displacements u11, u12, u22 and the stresses t11, t12, t22 versus frequency parameter ωr/C1

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Summary

Introduction

Many natural and unnatural materials have pores structure especially fluid- or gas-saturated soils, rocks and porous building materials: timbers, sandstones, bricks, fillers for light concretes. Biot are the linear theory of the effective two phase media and are supposed as the basic and classic theory for solving similar problems In this works for the porous fluidsaturated media the two phase model that is consists from the porous solid and the fluid that fills up pores was proposed. Additional parameters for considering cooperation of these phases was introduced such as: the porosity, the fluid viscosity, the permeability, the Biot coefficient of effective stress, the mass densities, the shear modulus and the bulk modulus of the porous material Procedures for determining these parameters are presented in works [4, 5]. Solving the problem about elastic wave propagation in the porous region that is not full of the fluid is adducing in [14] with presenting of the differential equations for the not saturated space in three-dimensional transform Laplace region. The algorithmic bases of the BEM are the boundary analogues of Somiliani’s formulas for the solid displacements and the fluid pressure that under zero body conditions can be written [9]: сijui ti jui d Г jUid Г ui jtid Г

U nd Г ui 3tid Г n3
Conclusion
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