Non-Destructive Testing for the Evaluation of Pozzolanic Mortar Reinforced to Corrosion

Article Preview

Abstract:

Our work aims to studying the addition of the natural pozzolan located in Beni Saf (Algeria) at non-destructive testing for the evaluation of pozzolan mortar reinforced to corrosion. We chose to study this natural addition because of its low cost and its pozzolanic reactivity. To do this, we have carried out tests on mortars made to Portland cement CEM I 42,5 N and substituted by weight based percentages of different natural pozzolan (10%, 20% and 30%). We have measured the corrosion potential and the corrosion speed of different deadlines. The results indicated that is it possible to highlight the beneficial effect of this addition. The analysis of achievements shows that the addition of the pozzolan in optimal quantities has the following advantages: protection of reinforcement against corrosion and increase the resistance against the sulfate attack (5% Na2SO4).

You might also be interested in these eBooks

Info:

Periodical:

Pages:

42-48

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] ASTM C876-09: Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete. American Society for Testing and Materials, (2009).

Google Scholar

[2] RILEM TC 154-EMC 2005: Electrochemical Techniques for Measuring Metallic Corrosion. Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method; Recommendations; Andrade and Alonso; 30 may (2005).

DOI: 10.1617/13952

Google Scholar

[3] M. Mouli: Study of physical and mechanical properties of the pozzolan to manufacture lightweight concretes and high performance concrete, Ph.D. Thesis in civil engineering USTO, Oran, Algeria, (2006).

Google Scholar

[4] A. Ali Aichouba: Natural pozzolans effect on the properties of cement based on calcium, Magister Thesis, USTMB d'Oran, Algeria, (2005).

Google Scholar

[5] V. Baroghel-Bouny: Characterization of cement pastes and concretes, methods, analyzes, interpretations, Central Laboratory for Roads and Bridges, p.468, (1994).

Google Scholar

[6] M. Hamadache, M. Mouli, N. Bouhamou, F. Dif, S. Benosman: Non-Destructive Testing of Accelerated Corrosion of Reinforced Mortar Pozzolanic, In the proceedings (PROC_89) of RILEM International workshop on performance-based specification and control of concrete durability, edited by: D. Bjegović et al., Zagreb - Croatia, pp.133-140, 11 - 13 June (2014).

DOI: 10.4028/www.scientific.net/amr.1064.42

Google Scholar

[7] M. Ghrici: Study of Mechanical and physical properties and durability of cement-based natural pozzolan, Ph.D. Thesis in civil engineering, USTMB d'Oran, Algeria, (2006).

Google Scholar

[8] ASTM C 305-99: Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency, (1999).

DOI: 10.1520/c0305-13

Google Scholar

[9] ASTM C1012-04: Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution, (2004).

DOI: 10.1520/c1012-03

Google Scholar