Enhanced Mechanical and Durability Performances of Low Cement Concrete with Natural Pozzolan Addition

Author:

Robalo Keila1,Costa Hugo2,Carmo Ricardo do2,Júlio Eduardo3

Affiliation:

1. University of Cape Verde, CERIS & Instituto Superior Técnico - Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal.

2. CERIS & ISEC-Polytechnic Institute of Coimbra, Rua Pedro Nunes, Quinta da Nora, 3030-199, Coimbra, Portugal.

3. CERIS & Instituto Superior Técnico - Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference49 articles.

1. 1) AASHTO T358-15, (2015). “Standard method of test for surface surface resistivity indication of concrete’s ability to resist chlorideion penetration.” Washington: American Association of State Highway and Transportation Officials.

2. 2) ACI Committee 232, (2000). “Use of raw or processed natural pozzolans in concrete reported by ACI committee 232.” ACI Manual of Concrete Practice., American Concrete Institute, MI USA: Farmington Hills.

3. 3) Bentz, D. P., Hansen, A. S. and Guynn, J. M., (2011). “Optimization of cement and fly ash particle sizes to produce sustainable concretes.” Cement and Concrete Composites, 33(8), 824-831.

4. 4) Bentz, D. P., Sato, T., de la Varga, I. and Weiss, W. J., (2012), “Fine limestone additions to regulate setting in high volume fly ash mixtures.” Cement and Concrete Composites, 34(1), 1-17.

5. 5) Björnström, J. and Chandra, S., (2003). “Effect of superplasticizers on the rheological properties of cements.” Materials and Structures, 36(264), ,685-692.

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