Strength development of concretes with ordinary Portland cement, slag or fly ash cured at different temperatures

Author:

Eren Ö.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Neville, A.M., ‘Properties of Concrete’, 3rd edition (New York, Wiley and Sons, 1990).

2. Kobayashi, M., ‘Utilization of fly ash and its problems in use in Japan’, ‘Japan-U.S. Science Seminar’, San Francisco, September 10–13, 1979, 61–69.

3. Roy, D.M. and Idorn, G.M., ‘Hydration, structure, and properties of blast-furnace slag cement, mortars, and concrete’,ACI Journal (79) (1982) 444–457.

4. Hogan, F.J. and Meusel, J.W., ‘The evaluation of durability and strength development of a ground granulated blast-furnace slag’,Cement, Concrete, and Aggregates 3 (1) (1981) 41–52.

5. Wimpenny, D.E., Ellis, C. Reeves, C.M. and Higgins, D.D., ‘The development of strength and elastic properties in slag cement concretes under low temperature curing conditions’, Proc. of Third CANMET/ACI International conference on fly ash, silica fume, slag, and natural pozzolans in concrete, Trondheim, Norway, June 18–23, 1989, (editor, V.M. Malhotra, ACI special publ., SP-114, 1989) 1283–1306.

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