A time-to-fracture DEM model for simulating creep in rough crushable sand

Jiangtao Lei, Marcos Arroyo, Matteo Ciantia, Ningning Zhang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Abstract

A contact model able to capture creep of crushable sands within a discrete element method (DEM) framework is presented. Time dependency is established through stress-corrosion induced grain fracture. This is grafted onto a pre-existing particle-splitting model developed to simulate rough-crushable sands. The model is calibrated for Fontainebleau sand and applied to simulate soil creep at high-confining pressures. Creep simulation is advanced using the off-DEM ageing technique. The crack-velocity evolution in particle scale and laboratory oedometer creep curve were successfully captured. Moreover, the onset of creep failure during triaxial creep curve under high deviatoric stress can also be simulated using this model. The results obtained indicate significant potential of this model for micromechanically based investigation of time-dependent soil behaviour.
Original languageEnglish
Title of host publicationProceedings of the 10th European Conference on Numerical Methods in Geotechnical Engineering
EditorsLidija Zdravkovic, Stavroula Kontoe, Aikaterini Tsiampousi, David Taborda
Place of PublicationLondon
PublisherInternational Society for Soil Mechanics and Geotechnical Engineering
Number of pages6
DOIs
Publication statusPublished - 26 Jun 2023
Event10th European Conference on Numerical Methods in Geotechnical Engineering - Imperial College London, London, United Kingdom
Duration: 26 Jun 202328 Jun 2023

Conference

Conference10th European Conference on Numerical Methods in Geotechnical Engineering
Country/TerritoryUnited Kingdom
CityLondon
Period26/06/2328/06/23

Keywords

  • DEM simulation
  • Sand creep
  • Particle breakage
  • Crack propagation
  • Off-DEM ageing

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