Finite element analysis of downdrag on piles
Abstract
A method of analysis is presented which enables the downdrag forces acting on a single compressible pile to be computed. The tip of the pile is assumed to be resting on a perfectly rigid base, while the surrounding soil is treated as a poroelastic material which is consolidating under a surface loading. Slip is allowed between the pile and the soil according to an effective stress law.
Fields of Study & Subjects
Geotechnical Engineering and Soil Mechanics
Geotechnical Engineering and Soil Stabilization
Geotechnical Engineering and Underground Structures
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 1109–1113
- Publication date
- 24 February 2026
- Language
- EN
- Document type
- Book chapter