Compressive strength and stability of sustainable self-consolidating concrete containing fly ash, silica fume, and GGBS
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s11709-016-0350-1/fulltext.html
Reference14 articles.
1. Hannesson G, Kuder K, Shogren R, Lehman D. The influence of high volume of fly ash and slag on the compressive strength of selfconsolidating concrete. Construction & Building Materials, 2012, 30: 161–168
2. El-Chabib H, Syed A. Properties of self-consolidating concrete made with high volumes of supplementary cementitious materials. Journal of Materials in Civil Engineering, 2013, 25(11): 1579–1586
3. Shaikh F U A, Supit S W M. Compressive strength and durability properties of high volume fly ash (HVFA) concretes containing ultrafine fly ash (UFFA). Journal of Construction and Building Materials, 2015, 82: 192–205
4. Kim H K, Lee H K. Effects of high volume fly ash, blast furnace slag, and bottom ash on flow characteristics, density, and compressive strength of high-strength mortar. Journal of Materials in Civil Engineering, 2013, 25(5): 662–665
5. Naik T R, Singh S S. Superplasticized structural concrete containing high volumes. Journal of Energy Engineering, 1992, 117(2): 87–96
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