• myGriffith
    • Staff portal
    • Contact Us⌄
      • Future student enquiries 1800 677 728
      • Current student enquiries 1800 154 055
      • International enquiries +61 7 3735 6425
      • General enquiries 07 3735 7111
      • Online enquiries
      • Staff phonebook
    View Item 
    •   Home
    • Griffith Research Online
    • Conference outputs
    • View Item
    • Home
    • Griffith Research Online
    • Conference outputs
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Browse

  • All of Griffith Research Online
    • Communities & Collections
    • Authors
    • By Issue Date
    • Titles
  • This Collection
    • Authors
    • By Issue Date
    • Titles
  • Statistics

  • Most Popular Items
  • Statistics by Country
  • Most Popular Authors
  • Support

  • Contact us
  • FAQs
  • Admin login

  • Login
  • Comparing analytical models with slipping and non-slipping interface in axially loaded tension piles

    Author(s)
    Lo, Kelvin
    Newell, Darren
    Oh, Erwin
    Griffith University Author(s)
    Oh, Erwin
    Year published
    2020
    Metadata
    Show full item record
    Abstract
    The use of interface elements is widespread in most numerical methods to separate the structural elements from soil elements. It allows slipping and gapping or overlapping between the two media in contact with highly distinct deformability characteristics, such as piles and retaining walls. However, many existing analytical methods still assume no pile-soil slipping before failure in axially loaded piles. This paper attempts to compare the slipping and non-slipping analytical models by introducing an interface with a virtual thickness. Results show that both have different load-displacement characteristics when comparing to ...
    View more >
    The use of interface elements is widespread in most numerical methods to separate the structural elements from soil elements. It allows slipping and gapping or overlapping between the two media in contact with highly distinct deformability characteristics, such as piles and retaining walls. However, many existing analytical methods still assume no pile-soil slipping before failure in axially loaded piles. This paper attempts to compare the slipping and non-slipping analytical models by introducing an interface with a virtual thickness. Results show that both have different load-displacement characteristics when comparing to the measured data. The non-slipping model would result in a stiffer load-displacement curve if the same input stiffness parameters applied to both models. Different procedures to calibration the input stiffness parameters in slipping and non-slipping models are recommended.
    View less >
    Conference Title
    Proceedings of the 45th Annual Conference on Deep Foundations, 2020 - ONLINE , (DFI)
    Publisher URI
    http://www.dfi.org/pubdetail.asp?id=3699
    Subject
    Engineering
    engineering
    Publication URI
    http://hdl.handle.net/10072/404942
    Collection
    • Conference outputs

    Footer

    Disclaimer

    • Privacy policy
    • Copyright matters
    • CRICOS Provider - 00233E
    • TEQSA: PRV12076

    Tagline

    • Gold Coast
    • Logan
    • Brisbane - Queensland, Australia
    First Peoples of Australia
    • Aboriginal
    • Torres Strait Islander