Investigation of rigid pile behaviour under lateral forces
Abstract
Regarding the vast usage of deep foundations for transferring loads of various types of structures, the behavior of rigid piles have been investigated by numerical methods. Soil has been considered as both linear and non-linear, and, by analysing various models, the condition of rigidity of piles, the distance of the centre of rotation of rigid piles from ground level and the distribution of shear forces and bending moments along the piles have been studied.
Fields of Study & Subjects
Geotechnical Engineering and Soil Mechanics
Geotechnical Engineering and Underground Structures
Geotechnical Engineering and Analysis
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 877–882
- Publication date
- 12 February 2026
- Language
- EN