Decision-making on Increasing Limestone Content of General Purpose Cement

Author:

Mohammadi Iman (James)1,South Warren2

Affiliation:

1. Cement Concrete & Aggregates Australia (CCAA).

2. Research and Technical Services, Cement Concrete & Aggregates Australia (CCAA).

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference38 articles.

1. 1) Alunno-Rosetti, V. and Curcio, F., (1997). “A contribution to the knowledge of the properties of portland-limestone cement concretes, with respect to the requirements of european and Italian.” In: Proceedings of the 10th International Congress on the Chemistry of Cement, H. Justnes, 2-6.

2. 2) El Barrak, M., Mouret, M. and Bascoul, A., (2009). “Self-compacting concrete paste constituents: Hierarchical classification of their influence on flow properties of the paste.” Cement and Concrete Composites, 31(1), 12-21.

3. 3) Bentz, D., Irassar, E., Bucher, B. and Weiss, W., (2009). “Limestone fillers conserve cement Part 2: Durability issues and the effects of limestone fineness on mixtures.” Concrete international, 31(12), 35-39.

4. 4) Bentz, D. P., (2006). “Modeling the influence of limestone filler on cement hydration using CEMHYD3D.” Cement and Concrete Composites, 28(2), 124-129.

5. 5) Bosiljkov, V. B., (2003). “SCC mixes with poorly graded aggregate and high volume of limestone filler.” Cement and Concrete Research, 33(9), 1279-1286.

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