Assessment on pile effective lengths and their effects on design - I. assessment

Research output: Contribution to journalArticlepeer-review

21 Scopus citations

Abstract

Various methods for determining depths to fixity as required in an equivalent cantilever pile model, including the current practical method (LRFD method) and the proposed method with a comprehensive numerical procedure, are described and discussed. Suitability and applicability of the methods are carefully assessed with applications to steel H piles.

Original languageEnglish (US)
Pages (from-to)265-286
Number of pages22
JournalComputers and Structures
Volume62
Issue number2
DOIs
StatePublished - Jan 1 1997

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Modeling and Simulation
  • Materials Science(all)
  • Mechanical Engineering
  • Computer Science Applications

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