Torsional response of pile embedded in a poroelastic medium
โ Scribed by Yuanqiang Cai; Gang Chen; Changjie Xu; Dazhi Wu
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 201 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0267-7261
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โฆ Synopsis
The response of a cylindrical elastic pile embedded in a homogeneous poroelastic medium and subjected to torsional loading is studied for the first time. Based on the Muki's model, the pile-porous medium system is decomposed into a fictitious pile system and an extended porous medium system. The one-dimensional, vertical, elastic pile and the three-dimensional poroelastic medium are solved, respectively. Considering the mixed boundary-value conditions at the interface of pile and soil, a Fredholm's integral equation of the second kind for the bar-force is established. The force and the displacement of the pile are calculated by applying numerical quadrature.
๐ SIMILAR VOLUMES
From the axisymmetrical point of view, the dynamic response of single piles vertically embedded in the saturated half space and subjected to harmonic torsional loadings is investigated by means of integral transform and Muki's methods for the first time. By treating the pile as a one-dimensional bar
This paper considers the steady-state vertical vibrations of a rigid circular disk embedded at a "nite depth below the free surface of a poroelastic medium. Biot's elastodynamic theory for porous media is used in the analysis. General solutions for axisymmetric poroelastic "elds are obtained by usin
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