International Journal of Civil & Structural Engineering

Open Access
  • Year: 2011
  • Volume: 1
  • Issue: 4

Evaluating the effect of penetration depth of a previous sheet pile quay wall on the seismic behavior of newly installed open-type wharf

  • Author:
  • Reza Dezvareh1,, Khosrow Bargi2
  • Total Page Count: 7
  • DOI:
  • Page Number: 1014 to 1020

1 Student of Master of Science, Department of Civil Engineering, College of Engineering, University of Tehran

2 Professor, Department of Civil Engineering, College of Engineering, University of Tehran

Abstract

Regarding the great important role of marine transportation and existence of hundreds of kilometers of marine boundary in Iran, it must simultaneously develop world maritime transportation and ports, plus constructing new ports and berths, also present ports and berths to develop and enhance the present capacities is necessary. Construction of a new Open-Type Wharf in front of available Sheet Pile pier is an offered method in this paper to development and retrofitting the Sheet Pile pier. This research based on numerical modeling is performed. Two Jetties by one of the finite element software such as ABAQUS will be modeled. This can significantly increase capacity of open-type wharf and certainly, the new pier cost will be reduced severely.

Keywords

Coastal Engineering, Sheet Pile Quay wall, Open-Type Wharf, Finite Element Method