Using GGBS: Clarification of the Importance of Relative Humidity at Storage on Reactivity of GGBS
Author:
Affiliation:
1. School of Civil Engineering, University of Leeds, LS2 9JT, UK.
2. Changzhou Architectural Research Institute Group Co., Ltd. 213000, China.
3. College of Materials Science and Engineering, Chongqing University, 400045, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/20/11/20_663/_pdf
Reference68 articles.
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2. 2) ASTM, (2018). “Standard specification for slag cement for use in concrete and mortars (ASTM C989/C989M-18a).” West Conshohocken, Pennsylvania, USA: ASTM International.
3. 3) Bellmann, F. and Scherer, G. W., (2017). “Analysis of C-S-H growth rates in supersaturated conditions.” Cement and Concrete Research, 103, 236-244.
4. 4) Bernal, S. A., Provis, J. L., Brice, D. G., Kilcullen, A., Duxson, P. and Van Deventer, J. S. J., (2012). “Accelerated carbonation testing of alkali-activated binders significantly underestimates service life: The role of pore solution chemistry.” Cement and Concrete Research, 42(10), 1317-1326.
5. 5) Bernal, S. A., San Nicolas, R., Myers, R. J., de Gutiérrez, M. J., Puertas, F., van Deventer, J. S. J. and Provis, J. L., (2014). “MgO content of slag controls phase evolution and structural changes induced by accelerated carbonation in alkali-activated binders.” Cement and Concrete Research, 57, 33-43.
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