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
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