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DEM Investigation of Particle Crushing Effects on Static and Dynamic Penetration Tests

  • Ningning Zhang (Lead / Corresponding author)
  • , Marcos Arroyo
  • , Matteo Ciantia
  • , Antonio Gens

    Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

    Abstract

    A 3-dimensional discrete element method model has been developed to simulate static and dynamic rod penetration test in a calibration chamber. The chamber has been filled with a scaled analogue of Fontainebleau sand. Crushing effects on penetration results have been examined. It has been found that particle crushing reduces penetration resistance for both static and dynamic tests. Microscale observation of crushed particles has been conducted. It is shown that dynamic impact causes more crushing events. The crushed particles are distributed within 2–3 radius from the rod for both tests.

    Original languageEnglish
    Title of host publicationProceedings of China-Europe Conference on Geotechnical Engineering
    PublisherSpringer
    Pages274-278
    Number of pages5
    ISBN (Electronic)1866-8755
    ISBN (Print)978-3-319-97111-7
    DOIs
    Publication statusPublished - 3 Aug 2018

    Publication series

    NameSpringer Series in Geomechanics and Geoengineering
    PublisherSpringer
    ISSN (Electronic)1866-8763

    Keywords

    • Dynamic penetration test
    • Static penetration test
    • Crushing

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