Comparison for permeability resistance between concrete and mortar

研究成果: Conference contribution

抜粋

Mortar using for repairing on reinforced concrete structures. The substances such as carbon dioxide and chloride ion will be penetrated into the concrete or mortar. However, it is existing the interfacial transition zone between the aggregate interface and paste in the concrete. In this study, using a mortar obtained by removing the coarse aggregate from concrete, it was carried out a comparison of resistance of permeability between concrete and mortar. As a result, it decreases the permeability resistance by the water cement ratio is increased in ordinary Portland cement and blast furnace slag cement by carbonation resistant. The permeability resistance of concrete tends to decrease significantly compare to mortar by the interfacial transition zone. On the other hand, in case of the salt resistant, it is not clear the effect of it. Thus, it becomes formed pores like water reservoir to the lower surface aggregates by bleeding.

元の言語English
ホスト出版物のタイトルLife-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016
出版者CRC Press/Balkema
ページ1304-1311
ページ数8
ISBN(印刷物)9781138028470
出版物ステータスPublished - 2017
イベント5th International Symposium on Life-Cycle Engineering, IALCCE 2016 - Delft, Netherlands
継続期間: 2016 10 162016 10 20

Other

Other5th International Symposium on Life-Cycle Engineering, IALCCE 2016
Netherlands
Delft
期間16/10/1616/10/20

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

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  • これを引用

    Iyoda, T. (2017). Comparison for permeability resistance between concrete and mortar. : Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016 (pp. 1304-1311). CRC Press/Balkema.