Pozzolanic additions for durability of concrete structures

Author:

Bertolini Luca1,Carsana Maddalena2,Frassoni Massimiliano3,Gelli Massimo4

Affiliation:

1. Professor, Politecnico di , Milano, Dipartimento di Chimica, Materiali e Ingegneria Chimica ‘Giulio Natta’, Milan, Italy

2. Assistant professor, Politecnico di Milano, Dipartimento di Chimica, Materiali e Ingegneria Chimica ‘Giulio Natta’, Milan, Italy

3. Holcim Italia SpA, Merone (CO), Italy

4. Istituto Italiano per il calcestruzzo, Monticello Brianza (LC), Italy

Abstract

Pozzolanic additions, used for partial replacement of Portland cement clinker, can improve the strength and durability of concrete structures. Most of pozzolanas used nowadays are residues of industrial processes and their use in concrete technology has the added advantage of improving the sustainability of the cement and concrete industries. For this reason, there is great interest in studying the behaviour of new materials with potential pozzolanic activity. With this regard, several tests have been proposed in the literature to assess different aspects of the pozzolanic behaviour of mineral additions, but these often do not give the same results when used to compare various additions. This paper presents the results of a study aimed at the evaluation of the beneficial effects of different mineral additions (natural pozzolanas, industrial residues and recycled materials such as ground glass) in relation to concrete performance, using different methods of testing. The role of the different additions is analysed, showing lower performance for natural pozzolanas and good behaviour of the finely ground glass. The possibility of using measurement of electrical resistivity as a non-destructive method capable of evaluating the pozzolanic activity of mineral additions at different curing time is discussed.

Publisher

Thomas Telford Ltd.

Subject

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

Reference23 articles.

1. Steel corrosion and service life of reinforced concrete structures

2. MSWI ashes as mineral additions in concrete

3. BSI. EN 450-1: 2005: Fly ash for concrete. Definition, specifications and conformity criteria.2005, BSI, London, UK.

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