Corrosion behaviour of steel rebars embedded in a concrete designed for the construction of an intermediate-level radioactive waste disposal facility

The National Atomic Energy Commission of the Argentine Republic is developing a nuclear waste disposal management programme that contemplates the design and construction of a facility for the final disposal of intermediate-level radioactive wastes. The repository is based on the use of multiple, independent and redundant barriers. The major components are made in reinforced concrete so, the durability of these structures is an important aspect for the facility integrity. This work presents an investigation performed on an instrumented reinforced concrete prototype specifically designed for this purpose, to study the behaviour of an intermediate level radioactive waste disposal facility from the rebar corrosion point of view. The information obtained will be used for the final design of the facility in order to guarantee a service life more or equal than the foreseen durability for this type of facilities.

[1]  J. M. Miranda,et al.  Effect of electrochemically reactive rust layers on the corrosion of steel in a Ca(OH)2 solution , 2007 .

[2]  Asuncion Bautista,et al.  The behaviour of pre-rusted steel in concrete , 1996 .

[3]  F. M. Schulz,et al.  STUDIES CONCERNING THE REINFORCEMENT CORROSION OF CONCRETE VAULTS FOR INTERMEDIATE-LEVEL RADIOACTIVE WASTE , 2009 .

[4]  C. Andrade,et al.  Values of Corrosion Rate of Steel in Concrete to Predict Service Life of Concrete Structures , 1994 .

[5]  P. Risoluti,et al.  The Joint Convention on the Safety of Spent Fuel Management and on the Safety of Radioactive Waste Management , 2004 .

[6]  Amelia de Kageneck,et al.  The Joint Convention on the Safety of Spent Fuel Management and on the Safety of Radioactive Waste Management , 1998, International and Comparative Law Quarterly.

[7]  K. Tuutti Corrosion of steel in concrete , 1982 .

[8]  V. L'Hostis,et al.  Corrosion behaviour of reinforced concrete: Laboratory experiments and archaeological analogues for long-term predictive modelling , 2008 .

[9]  Marta Castellote,et al.  Some principles of service life calculation of reinforcements and in situ corrosion monitoring by sensors in the radioactive waste containers of El Cabril disposal (Spain) , 2006 .

[10]  P. Novák,et al.  Threshold chloride concentration for stainless steels activation in concrete pore solutions , 2010 .

[11]  Gustavo Duffo,et al.  Development of an embeddable sensor to monitor the corrosion process of new and existing reinforced concrete structures , 2009 .

[12]  P. Novák,et al.  Influence of pre-rusting on steel corrosion in concrete , 2001 .

[13]  F. M. Schulz,et al.  Durability of a reinforced concrete designed for the construction of an intermediate-level radioactive waste disposal facility , 2012 .

[14]  Carmen Andrade,et al.  On-site measurements of corrosion rate of reinforcements , 2001 .