Numerical modelling of dynamic experiments on dry sand beds using simple models
Abstract
Numerical analyses of dry sand beds subjected to earthquake shaking, on a geotechnical centrifuge and on a shaking table have been performed using finite elements. Elastic soil parameters have been deduced from experimental frequency responses. Conclusions are drawn concerning the level of complexity of soil model that is required to reproduce the observed features of response of the physical models.
Fields of Study & Subjects
Soil and Unsaturated Flow
Landslides and related hazards
Granular flow and fluidized beds
Publication details
- Journal / source
- Numerical Methods in Geotechnical Engineering
- Publisher
- CRC Press
- Pages
- 249–255
- Publication date
- 17 February 2026
- Language
- EN
- Document type
- Book chapter