Erratum to: Study on chloride ion penetration resistance of rubberized concrete under steady state condition (MATEC Web of Conferences (2016) 47 (01004) DOI: 10.1051/matecconf/20164701004)

Nurazuwa Md Noor, Daisuke Yamamoto, Hidenori Hamada, Yasutaka Sagawa

研究成果: Contribution to journalComment/debate査読

1 被引用数 (Scopus)

抄録

Original article: MATEC Web of Conferences 47, 01004 (2016), DOI: 10.1051/matecconf/20164701004 The abstract of the article should be replaced by the abstract below: In this paper, the effect of crumb rubber, CR as fine aggregate in the concrete to enhance concrete durability against chloride ion diffusion was studied. Chloride ion diffusion in rubberized concrete was tested by migration test under steady state condition. Concrete specimen with water-to-cement ratio of 0.50 was prepared to study the CR effectiveness in comparison with lower water-to-cement ratio. In addition, 10% silica fume, SF was added to provide denser concrete and to understand its effectiveness against chloride ion diffusion. Results showed that chloride transport characteristics were improved by the increasing amount of CR in all mixed due to the fact that CR has the ability to repel water. Meanwhile, rubberized concrete with w/c = 0.35 gave better resistance against chloride ion penetration compared to w/c = 0.50. This was much improved with combination of CR and SF.

本文言語英語
論文番号01021
ジャーナルMATEC Web of Conferences
47
DOI
出版ステータス出版済み - 4 1 2016
イベント3rd International Conference on Civil and Environmental Engineering for Sustainability, IConCEES 2015 - Melaka, マレーシア
継続期間: 12 1 201512 2 2015

All Science Journal Classification (ASJC) codes

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

フィンガープリント 「Erratum to: Study on chloride ion penetration resistance of rubberized concrete under steady state condition (MATEC Web of Conferences (2016) 47 (01004) DOI: 10.1051/matecconf/20164701004)」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル