Dynamic poroelasticity of thinly layered structures
✍ Scribed by S. Gelinsky; S.A. Shapiro; T. Müller; B. Gurevich
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 329 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
✦ Synopsis
Compressional seismic P!waves\ propagating in poroelastic\ ~uid saturated\ laminated sediments are strongly a}ected by the medium heterogeneity[ Here\ simple analytical expressions for the P!wave phase velocity and attenuation coe.cient are derived[ Both are functions of frequency and statistical medium parameters such as correlation lengths and variances[ The theoretical results are compared with results from numerical simulations and show good agreement[ In heterogeneous media\ impedance ~uctuations lead to poroelastic scattering ^variations of the layer compressibilities cause inter!layer ~ow "a 0!D macroscopic local ~ow#[ From the seismic frequency range "09Ð099 Hz# up to ultrasonic frequencies\ attenuation due to heterogeneity is strongly enhanced compared to homogeneous Biot models[ The new theory automatically includes di}erent asymptotic approxi! mations\ such as poroelastic Backus averaging in the quasi!static and the no!~ow limit\ geometrical optics\ and intermediate frequency ranges[
📜 SIMILAR VOLUMES
## Abstract A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a time‐harmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical
The dynamic susceptibility and spin waves in systems composed of ferromagnetic layers separated by nonmagnetic or nearly nonmagnetic ones are investigated within the framework of tight-binding and random phase approximations. Calculations are based on the multiband model. Layered structures are simu