Wave equation analyses of fiber-reinforced polymer composite piling

Magued Iskander, Anna Stachula

Research output: Contribution to journalArticle

Abstract

Fiber-reinforced polymer (FRP) composites represent an alternative construction material without many of the performance disadvantages of traditional materials. The use of FRP as a pile material can eliminate deterioration problems of conventional piling materials in waterfront environments and aggressive soils. The driveability of traditional piling can be predicted using wave equation analysis of piles (WEAP). The input parameters used in WEAP are obtained by back-analyses of actual case histories. The properties of FRP piling differ from those of conventional piling, so conventional WEAP input parameters may not work as well for FRP composite piling. In this paper, WEAP input parameters for three composite pile types are calibrated using available driving records. The driveability of FRP composite piling is also compared with that of piling made of conventional materials such as timber, steel, and concrete.

Original languageEnglish (US)
Pages (from-to)88-96
Number of pages9
JournalJournal of Composites for Construction
Volume6
Issue number2
DOIs
StatePublished - May 2002

Fingerprint

Wave equations
Piles
Polymers
Fibers
Composite materials
Steel
Timber
Deterioration
Concretes

Keywords

  • Corrosion
  • Durability
  • Fiber-reinforced materials
  • Pile foundation
  • Polymers
  • Wave equation

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ceramics and Composites
  • Mechanics of Materials
  • Computational Mechanics

Cite this

Wave equation analyses of fiber-reinforced polymer composite piling. / Iskander, Magued; Stachula, Anna.

In: Journal of Composites for Construction, Vol. 6, No. 2, 05.2002, p. 88-96.

Research output: Contribution to journalArticle

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