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

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28 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 - 1997

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Modeling and Simulation
  • General Materials Science
  • Mechanical Engineering
  • Computer Science Applications

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