• 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
  • Static and cyclic behaviour of laterally loaded piles in calcareous sand

    Author(s)
    Guo, Wei Dong
    Zhu, Bitang
    Griffith University Author(s)
    Guo, Wei Dong D.
    Zhu, Bitang
    Year published
    2005
    Metadata
    Show full item record
    Abstract
    Elastic-plastic closed-form solutions for laterally loaded free-head piles using idealized p-y curves have been established, and implemented into a spreadsheet program GASLFP by the first author. Based on a generic limiting force profile (LFP), the solutions can accommodate various effects including group effect, soil type and loading regime through determining appropriate values of three parameters for the LFP. In this paper, the idealized p-y curves are discussed against existing p-y curves exclusively for calcareous sediments. Responses of single piles under static and/or cyclic loading are investigated using GASLFP, ...
    View more >
    Elastic-plastic closed-form solutions for laterally loaded free-head piles using idealized p-y curves have been established, and implemented into a spreadsheet program GASLFP by the first author. Based on a generic limiting force profile (LFP), the solutions can accommodate various effects including group effect, soil type and loading regime through determining appropriate values of three parameters for the LFP. In this paper, the idealized p-y curves are discussed against existing p-y curves exclusively for calcareous sediments. Responses of single piles under static and/or cyclic loading are investigated using GASLFP, focusing on examining the LFP mobilized along the piles. Based on six case studies, determination of LFP for piles in calcareous sediments is presented for design.
    View less >
    Conference Title
    Frontiers in Offshore Geotechnics ISFOG 2005
    Volume
    40
    Issue
    3
    Publication URI
    http://hdl.handle.net/10072/2675
    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