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Abstract
To investigate open ended pile-chalk interaction and axial load transfer mechanisms during installation, a coupled DEM (discrete element method) – FDM (finite differential method) model is used. To capture the complex behaviour of chalk a newly developed DEM bond damage contact model for highly porous soft rocks is used. The DEM model is calibrated to capture experimental data of St Nicholas-at-Wade (SNW) chalk from the literature. The model is then used to simulate model pile installation experiments on the same chalk.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 17th Young Geotechnical Engineers Symposium YGES 2024 |
| Editors | Giulia Viggiani, Gopal Madabhushi |
| Place of Publication | Cambridge |
| Publisher | University of Cambridge |
| Pages | 69-70 |
| Number of pages | 2 |
| DOIs | |
| Publication status | Published - 26 Jul 2024 |
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Dive into the research topics of 'Coupled DEM-FDM analysis of OE piles in chalk'. Together they form a unique fingerprint.Projects
- 1 Finished
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Installation Effects On Cyclic Axial And Lateral Performance Of Displacement Piles In Chalk
Ciantia, M. (Investigator)
11/02/22 → 10/02/25
Project: Research