Performance of pre-stressed concrete sheet pile after long-term exposure in the marine splash environments

Rita Irmawaty, Daisuke Yamamoto, Hidenori Hamada, Yasutaka Sagawa

研究成果: ジャーナルへの寄稿Conference article

抄録

Pre-stressed concrete (PC) sheet piles are commonly used for river revetment, retaining wall, etc. However, it has not been used in port and harbor structure due to corrosive environmental conditions, which is severe for steel corrosion in concrete structure. Performances of PC sheet piles were evaluated after 12 years exposure in the marine splash environment. An evaluation of mechanical properties, carbonation depth, porosity, chloride content and PC steel condition were carried out. Overall, all specimens showed satisfactory performance: only a few concrete corner and edge chips, low chloride content and low rate of corrosion were observed. Investigation results indicated that BS5 (B = GGBFS, S = steam curing, and cover thickness of 5 cm) showed the best performance (more durable), even though its strength was lower than the other.

元の言語英語
記事番号11004
ジャーナルMATEC Web of Conferences
181
DOI
出版物ステータス出版済み - 7 30 2018
イベント1st International Symposium on Transportation Studies for Developing Countries, ISTSDC 2017 - Makassar, インドネシア
継続期間: 11 4 201711 4 2017

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Prestressed concrete
Piles
Chlorides
Revetments
Caustics
Steel corrosion
Carbonation
Retaining walls
Steel
Steam
Ports and harbors
Concrete construction
Curing
Porosity
Rivers
Concretes
Corrosion
Mechanical properties

All Science Journal Classification (ASJC) codes

  • Chemistry(all)
  • Materials Science(all)
  • Engineering(all)

これを引用

Performance of pre-stressed concrete sheet pile after long-term exposure in the marine splash environments. / Irmawaty, Rita; Yamamoto, Daisuke; Hamada, Hidenori; Sagawa, Yasutaka.

:: MATEC Web of Conferences, 巻 181, 11004, 30.07.2018.

研究成果: ジャーナルへの寄稿Conference article

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