Economical assessment and selection of corrosion protections for marine steel piles

해상 강관말뚝 활용을 위한 방식기법 선정 및 경제성 검토

  • Lee, Ju-Hyung (Geotechnical Engineering Research Division, Korea Institute of Construction Technology) ;
  • Lee, Jong-Ku (Civil Engineering Research Division, Steel structure Research Laboratory, RIST) ;
  • Park, Jae-Hyun (Geotechnical Engineering Research Division, Korea Institute of Construction Technology) ;
  • Kwak, Ki-Seok (Geotechnical Engineering Research Division, Korea Institute of Construction Technology) ;
  • Chung, Moon-Kyung (Geotechnical Engineering Research Division, Korea Institute of Construction Technology)
  • 이주형 (한국건설기술연구원 지반연구실) ;
  • 이종구 (RIST 강구조연구소 토목구조연구실) ;
  • 박재현 (한국건설기술연구원 지반연구실) ;
  • 곽기석 (한국건설기술연구원 지반연구실) ;
  • 정문경 (한국건설기술연구원 지반연구실)
  • Published : 2009.03.27

Abstract

Introduced was a new anti-corrosive method with improved ease of construction, economy, and durability that could be applicable for steel-composite drilled shaft. The feasibility and economy of sea-water-resistant steel was evaluated under the assumption that it was to substitute carbon steel for steel casing of drilled shaft foundation as a load carrying structural member not just as a sacrifice casing, and that anti-corrosive protection measures as required by the domestic standards was applied. Sea-water-resistant steel was found to cost 30% to 55% more, depending on pile diameter and the type of applied anti-corrosive measures, than carbon steel for the service life time of 70 years: 50% to 90% more for 100 years of service life.

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