Influence of interfacial transition zone at aggregate surface caused by bleeding on permeability

Megumi Araki, Takeshi Iyoda

Research output: Contribution to journalConference article

Abstract

Bleeding occurs due to the different density of concrete materials. The internal bleeding water is a part of the bleeding water restrained on the lower surface of the aggregate. By creating porous zone after concrete hardening, it becomes a penetration path of deterioration factors, which leads to a decrease in the durability of concrete. In this research, the purpose is to clear the influence of changes in the aggregate interface in concrete accompanying bleeding on permeability. Concrete with different amount of bleeding was prepared and air permeability test was carried out. Furthermore, air permeability test was performed the pore existing on the lower surface of the aggregate, which was made by internal bleeding water. As a result, the air permeability increased in the tests penetration through the pore on the lower surface of the aggregate.

Original languageEnglish
JournalSustainable Construction Materials and Technologies
Volume2
Publication statusPublished - 2019 Jan 1
Event5th International Conference on Sustainable Construction Materials and Technologies, SCMT 2019 - Kingston upon Thames, United Kingdom
Duration: 2019 Jul 142019 Jul 17

Fingerprint

Air permeability
Concretes
Water
Deterioration
Hardening
Durability

Keywords

  • Aggregate
  • Concrete
  • Permeability
  • Porous zone

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Materials Science(all)

Cite this

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title = "Influence of interfacial transition zone at aggregate surface caused by bleeding on permeability",
abstract = "Bleeding occurs due to the different density of concrete materials. The internal bleeding water is a part of the bleeding water restrained on the lower surface of the aggregate. By creating porous zone after concrete hardening, it becomes a penetration path of deterioration factors, which leads to a decrease in the durability of concrete. In this research, the purpose is to clear the influence of changes in the aggregate interface in concrete accompanying bleeding on permeability. Concrete with different amount of bleeding was prepared and air permeability test was carried out. Furthermore, air permeability test was performed the pore existing on the lower surface of the aggregate, which was made by internal bleeding water. As a result, the air permeability increased in the tests penetration through the pore on the lower surface of the aggregate.",
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T1 - Influence of interfacial transition zone at aggregate surface caused by bleeding on permeability

AU - Araki, Megumi

AU - Iyoda, Takeshi

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N2 - Bleeding occurs due to the different density of concrete materials. The internal bleeding water is a part of the bleeding water restrained on the lower surface of the aggregate. By creating porous zone after concrete hardening, it becomes a penetration path of deterioration factors, which leads to a decrease in the durability of concrete. In this research, the purpose is to clear the influence of changes in the aggregate interface in concrete accompanying bleeding on permeability. Concrete with different amount of bleeding was prepared and air permeability test was carried out. Furthermore, air permeability test was performed the pore existing on the lower surface of the aggregate, which was made by internal bleeding water. As a result, the air permeability increased in the tests penetration through the pore on the lower surface of the aggregate.

AB - Bleeding occurs due to the different density of concrete materials. The internal bleeding water is a part of the bleeding water restrained on the lower surface of the aggregate. By creating porous zone after concrete hardening, it becomes a penetration path of deterioration factors, which leads to a decrease in the durability of concrete. In this research, the purpose is to clear the influence of changes in the aggregate interface in concrete accompanying bleeding on permeability. Concrete with different amount of bleeding was prepared and air permeability test was carried out. Furthermore, air permeability test was performed the pore existing on the lower surface of the aggregate, which was made by internal bleeding water. As a result, the air permeability increased in the tests penetration through the pore on the lower surface of the aggregate.

KW - Aggregate

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KW - Permeability

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