Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag

Takeshi Iyoda, Shinji Kaneyasu, Yasuhiro Dan

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In recent years, the problem of cracking in structures using Blast-Furnace slag cement due to rising heat of hydrateion have been great concern. For understanding the causes, this research was to comprehensively study the hydration heat of blast-furnace slag cement. In this study, simple test methods were used for measurement of adiabatic temperature rise and heat rising rate in mortar specimens. Property of cement materials are ground granulated blast-furnace slag (GGBFS), specific surface area (Blaine) of GGBFS, replacement ratio of GGBFS, amount of additional anhydrate and ambient temperature. From the test results, adiabatic temperature rise and heat rising rate are more sensitive to Blaine value than to replacement ratio of GGBFS. It is effective to control the heat of hydration in blast-furnace slag cement using GGBFS of low Blaine at high content. This paper describes the effectiveness of adiabatic temperature rise on fixed quantity for property of GGBFS. This research may contribute to the consideration of material design for blast-furnace slag cement.

Original languageEnglish
Title of host publicationMaterials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
Pages725-730
Number of pages6
Publication statusPublished - 2006
Externally publishedYes
Event10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010 - Bangkok
Duration: 2006 Aug 32006 Aug 5

Other

Other10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010
CityBangkok
Period06/8/306/8/5

Fingerprint

Hydration
Slags
Slag cement
Hot Temperature
Temperature
Mortar
Specific surface area
Cements

Keywords

  • Amount of additional anhydrate
  • Compressive strength development
  • Ground granulated blast-furnace slag (GGBFS)
  • Hydration heat
  • Replacement
  • Specific surface area (Blaine)

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Iyoda, T., Kaneyasu, S., & Dan, Y. (2006). Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag. In Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010 (pp. 725-730)

Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag. / Iyoda, Takeshi; Kaneyasu, Shinji; Dan, Yasuhiro.

Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010. 2006. p. 725-730.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Iyoda, T, Kaneyasu, S & Dan, Y 2006, Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag. in Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010. pp. 725-730, 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010, Bangkok, 06/8/3.
Iyoda T, Kaneyasu S, Dan Y. Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag. In Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010. 2006. p. 725-730
Iyoda, Takeshi ; Kaneyasu, Shinji ; Dan, Yasuhiro. / Study on heat of hydration for cementitious materials focus on ground granulated blast-Furnace slag. Materials, Experimentation, Maintenance and Rehabilitation - Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2010. 2006. pp. 725-730
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