EFFECT OF AGGREGATE COEXISTING WITH REACTIVE AGGREGATE ON ASR EXPANSION
Author:
Affiliation:
1. HIROSHIMA UNIVERSITY, The Graduate School of Advanced Science and Engineering（1-4-1, Kagamiyama, Higashi-Hiroshima-Shi, Hiroshima 739-8527, Japna）
Publisher
Japan Cement Association
Subject
General Materials Science
Link
https://www.jstage.jst.go.jp/article/cement/74/1/74_235/_pdf
Reference7 articles.
1. 1) Multon, S. et. al.：Effects of aggregate size and alkali content on ASR expansion, Cement and Concrete Research, Vol.40, pp.508-516（2010）
2. 2) Zhang, X. et. al.：The alkali-silica reaction in OPC/silica glass mortar with particular reference to pessimum effects, Advances in Cement Research, Vol.3, No.9, pp.9-13（1990）
3. 4) Teramoto, A. et. al.：Visualization of internal crack growth due to alkali-silica reaction using digital image correlation, Construction and Building Materials, Vol.190, pp.851-860（2018）
4. 9) Collins et. al.：Alkali-silica reaction：Suppression of expansion using porous aggregate, Cement and Concrete Research, Vol.17, pp.89-96（1987）
5. 10) C. Li et. al.：A mechanistic study on mitigation of alkali-silica reaction by fine lightweight aggregates, Cement and Concrete Research, Vol.104, pp.13-24（2018）
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