Effects of Fly Ash on Mechanical Properties of PC Girder Using Reac-tive Andesite Aggregates
Author:
Affiliation:
1. Graduate School of Natural Science and Technology, Kanazawa University, Japan.
2. School of Environmental Design, Kanazawa University, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/15/10/15_579/_pdf
Reference51 articles.
1. 1) ASTM International, (2014). “ASTM C1260-14: Standard test method for potential alkali reactivity of aggregates (Mortar-bar method).” West Conshohocken, PA.
2. 2) Diamon, S., (1983). “Alkali reactions in concrete- Pore solution effects.” Proceedings of 6th International Conference on Alkali-Aggregate Reaction in Concrete, Copenhagen 1983, 155-166.
3. 3) Fournier, B. and Bérubé, M. A., (1991a). “Application of the NBRI accelerated mortar bar test to siliceous carbonate aggregates produced in the St. Lawrence Lowlands (Quebec, Canada) Part 1: Influence of various parameters on the test results.” Cement and Concrete research, 21, 853-862.
4. 4) Fournier, B. and Bérubé, M.A., (1991b). “Application of the NBRI accelerated mortar bar test to siliceous carbonate aggregates produced in the St. Lawrence Lowlands (Quebec, Canada) Part 2: Proposed limits, rates of expansion, and microstructure of reaction products.” Cement and Concrete research, 21, 1069-1082.2
5. 5) Gasparotto, G., Bargossi, G. M., Peddis, F. and Sammassimo, V., (2011). “A case study of alkali-silica reactions: petrographic investigation of paving deterioration.” Periodico di Mineralogia, 80(2), 309-316.
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