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Strength Analysis and Repair Strategy of Aged Steel Jetty Pile

*Raditya Danu Riyanto orcid  -  Department of Ocean Engineering, Faculty of Marine Technology, Institut Teknologi Sepuluh Nopember, Indonesia
Nur Syahroni  -  Department of Ocean Engineering, Faculty of Marine Technology, Institut Teknologi Sepuluh Nopember, Indonesia
Yeyes Mulyadi  -  Department of Ocean Engineering, Faculty of Marine Technology, Institut Teknologi Sepuluh Nopember, Indonesia
Open Access Copyright (c) 2021 Kapal: Jurnal Ilmu Pengetahuan dan Teknologi Kelautan under http://creativecommons.org/licenses/by-sa/4.0.

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Abstract

Indonesia has 95.161 km coastal lines with a total of 17.504 islands. With this nature, Indonesia has 1.226 ports, with a total accumulated length of up to 92 km. However, not all these ports are in proper condition. For ports that have steel jetty piles, corrosion is one of the problems. This paper provides technical experience and methodology for analyzing the pier's corrosion conditions and evaluating existing corrosion's effect on its strength. The survey methodology and required data, including a survey of cathodic protection, visual conditions, and pile thickness, are discussed in this paper. The static strength analysis of the existing state structure was carried out. This article provides repair strategies, including repair methods and a study of the number of piles repaired. This methodology results in the recommendations for pile repair strategies and guidance on effective analytical methods in determining the number of repaired piles for aged steel jetty pile repair.

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Keywords: Jetty pile; corrosion; strength analysis; repair strategy

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  1. R. Lasabuda, "Pembangunan wilayah pesisir dan lautan dalam perspektif Negara Kepulauan Republik Indonesia," Jurnal Ilmiah PLATAX, vol. I, no. 2, pp. 92-101, 2003. doi: 10.35800/jip.1.2.2013.1251
  2. Kementrian Perhubungan, "Statistik Perhubungan Buku 1 Tahun 2018," Kementrian Perhubungan, Jakarta, 2018
  3. F. Moradi-Marani, M. Shekarchi, A. Dousti and B. Mobasher, "Investigation of Corrosion Damage and Repair System in a Concrete Jetty Structure," Journal of performance of constructed facilities , vol. 24, no. 4, pp. 294-301, 2010. doi: 10.1061/(ASCE)CF.1943-5509.0000112
  4. M. Shekarchi, F. Moradi-Marani and F. Pargar, "Corrosion damage of a reinforced concrete jetty structure in the Persian Gulf: A case study," Structure and Infrastructure Engineering, vol. 7, no. 9, pp. 701-713, 2011. doi: 10.1080/15732470902823903
  5. M. Hawkswood, "Marine Pile Repairs by Concrete Encasement," Innovative Coastal Zone Management, 2011
  6. K. Furunishi, Y. Kitane and Y. Itoh, "Required patch plate thickness for corrosion-damaged steel piled jetty to recover its seismic performance," in The 2015 World Congress on Advances in Structural Engineering and Mechanics (ASEM15), Incheon, Korea, 2015
  7. H. M. Gorringe, "Jetty Repairs on the River Thames," Journal of the Institution of Civil Engineers, vol. 5, no. 5, pp. 432-434, 1937. doi: 10.1680/ijoti.1937.14767
  8. R. West, "12 Major repairs to a loading quay and approach bridge," Maritime and offshore structure maintenance, pp. 183-194, 1986
  9. X. Chen, Y. Kitane and Y. Itoh, "Evaluation of repair design on corrosion-damaged steel pipe piles using welded patch plates under compression.," 構造工学論文集 A 57, pp. 756-768, 2011. doi: 10.11532/structcivil.57A.756
  10. American Institute of Civil Engineer, AISC 335-89: Specification for Structural Steel Building (Allowable Stress Design), AISC, 1989
  11. British Standard, BS 6349: Code of practice for Maritime Structures, 1988
  12. E. Mattsson, Basic corrosion technology for scientists and engineers, Chichester: Ellis Horwood, 1989
  13. Det Norske Veritas, Recommended Practice DNV-RP-B401 Cathodic Protection Design, Det Norske Veritas (DNV), 2010
  14. American Petroleum Institute, API RP2A WSD: Recommended practice for planning, design and constructing fixed offshore platforms: working stress design, 22nd ed., American Petroleum Institute, 2014
  15. H. O. H. Kristensen and M. Lutzen, "Existing Design Trends for Tankers and Bulk Carriers - Design Changes for Improvement of the EEDI in the Future," Paper presented at IMDC 2012, 2012
  16. OCDI (Overseas Coastal Area Development Institution of Japan), the Technical Standards and Commentaries of Port and Harbour Facilities in Japan, Japan: OCDI, 2002
  17. B. Triatmodjo, Perencanaan Pelabuhan, Yogyakarta: Beta Offset, 2009

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