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Dynamic response of single piles embedded in transversely isotropic layered media

✍ Scribed by Weiming Liu; Milos Novak

Publisher
John Wiley and Sons
Year
1994
Tongue
English
Weight
925 KB
Volume
23
Category
Article
ISSN
0098-8847

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✦ Synopsis

Dynamic response of single piles embedded in transversely isotropic layered media is investigated using the finite element method combined with dynamic stiffness matrices of the soil derived from Green's functions for ring loads. The influence of soil anisotropy on the dynamic behaviour of piles is examined through a series of parametric studies. *Post-doctoral Fellow. 'Late Professor of Civil Engineering.

πŸ“œ SIMILAR VOLUMES

Vertical dynamic response of a rigid fou
Vertical dynamic response of a rigid foundation embedded in a poroelastic soil layer
✍ Y. Q. Cai; X. Q. Hu; C. J. Xu; Z. S. Hong πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 318 KB

## 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