• DocumentCode
    1737477
  • Title

    Durable marine concrete for the U.S. Navy

  • Author

    Burke, D.F.

  • Author_Institution
    Naval Facilities Eng. Service Center, Port Hueneme, CA, USA
  • Volume
    3
  • fYear
    2000
  • fDate
    2000
  • Firstpage
    1803
  • Abstract
    The median age of Navy piers is about 50 years and corrosion of the steel reinforcement is the most common mechanism of deterioration. Concrete repairs to a single Navy pier may range upwards to one million dollars and the cycle for major repairs varies from 7 to 10 years. The goal for constructing new Navy piers is to employ methods and materials that will provide for a longer design life with fewer repairs. Strategies to improve reinforced concrete durability have been investigated and demonstrated by the US Navy during the 1990s, including the use of fusion-bonded epoxy-coated reinforcing, stainless steel reinforcing, calcium nitrite admixture, silica fume, and high-range water-reducing admixtures. This paper presents an overview of design and material considerations for new waterfront construction. These considerations are applicable to new reinforced concrete structures in the marine environment and two specific Navy projects: the Mobile Offshore Base and a new class of Navy pier called the Modular Hybrid Pier. Laboratory test results are presented for a concrete mixture containing 30% class F fly ash and lightweight coarse aggregates
  • Keywords
    building; concrete; maintenance engineering; marine systems; Mobile Offshore Base; Modular Hybrid Pier; Navy piers construction; US Navy; class F fly ash; durable marine concrete; lightweight coarse aggregates; reinforced concrete durability; waterfront construction; Aggregates; Building materials; Calcium; Concrete; Corrosion; Fly ash; Laboratories; Silicon compounds; Steel; Testing;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    OCEANS 2000 MTS/IEEE Conference and Exhibition
  • Conference_Location
    Providence, RI
  • Print_ISBN
    0-7803-6551-8
  • Type

    conf

  • DOI
    10.1109/OCEANS.2000.882201
  • Filename
    882201