MPM-driven dynamic desiccation cracking and curling in unsaturated soils

  • Zaili Tu
  • , Chen Peng
  • , Chen Li*
  • , Chenhui Wang
  • , Long Liu
  • , Changbo Wang*
  • , Hong Qin
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

6 Scopus citations

Abstract

Desiccation cracking of soil-like materials is a common phenomenon in natural dry environment, however, it remains a challenge to model and simulate complicated multi-physical processes inside the porous structure. With the goal of tracking such physical evolution accurately, we propose an MPM based method to simulate volumetric shrinkage and crack during moisture diffusion. At the physical level, we introduce Richards equations to evolve the dynamic moisture field to model evaporation and diffusion in unsaturated soils, with which a elastoplastic model is established to simulate strength changes and volumetric shrinkage via a novel saturation-based hardening strategy during plastic treatment. At the algorithmic level, we develop an MPM-fashion numerical solver for the proposed physical model and achieve stable yet efficient simulation towards delicate deformation and fracture. At the geometric level, we propose a correlating stretching criteria and a saturation-aware extrapolation scheme to extend existing surface reconstruction for MPM, producing visual compelling soil appearance. Finally, we manifest realistic simulation results based on the proposed method with several challenging scenarios, which demonstrates usability and efficiency of our method.

Original languageEnglish
Article numbere2172
JournalComputer Animation and Virtual Worlds
Volume34
Issue number3-4
DOIs
StatePublished - 1 May 2023

Keywords

  • material point method
  • mesh reconstruction
  • physics-based simulation
  • soil cracks simulation

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