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Abstract
A novel bond damage model is proposed to better replicate the behaviour of highly porous soft-rocks. The contact model employs an exponential damage law to describe the permanent deformation developing at the microscale. To i) reach a high porosity initial state, ii) reproduce complex contact configuration of irregular grains and iii) consider the physical existence of fractured bond fragments, a far-field interaction is introduced in this model, enabling non overlapping particles to transmit forces. The model performance is validated by replicating the behaviour of Maastricht calcarenite. Finally, a 3D coupled DEM (Discrete Element Method) - FDM (Finite Difference Method) modelling is employed to simulate the penetration of a cone-end shaped pile in calcarenite. The good agreement between the experimental and numerical results suggests that the proposed model has the potential to reveal microscopic mechanism of soft-rock / structure interaction.
Original language | English |
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Article number | 012057 |
Number of pages | 4 |
Journal | IOP Conference Series: Earth and Environmental Science |
Volume | 1480 |
DOIs | |
Publication status | Published - 2025 |
Event | IS-Grenoble 2024: International Symposium on Geomechanics from Micro to Macro - Grenoble, France Duration: 23 Sept 2024 → 28 Sept 2024 https://is-grenoble2024.sciencesconf.org/ |
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Dive into the research topics of 'DEM modelling of highly porous soft rocks'. 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)
Engineering and Physical Sciences Research Council
11/02/22 → 10/02/25
Project: Research