Hostname: page-component-78c5997874-94fs2 Total loading time: 0 Render date: 2024-11-08T02:13:45.051Z Has data issue: false hasContentIssue false
  • English
  • Français

Material for the Engineered Barrier System under Development for the LLW Repository in Italy

Published online by Cambridge University Press:  21 March 2011

P. Risoluti ,
Luigi Coppola  and
M. Collepardi
P. Risoluti
Affiliation:
ENEA, the National Agency for Energy, New Technology and Environment, Rome, Italy
Luigi Coppola
Affiliation:
ENCO, Engineering Concrete, Spresiano, TV, Italy
M. Collepardi
Affiliation:
Department of Material Science, University of Ancona, Italy
Get access

Abstract

In Italy a considerable amount of radioactive wastes has been produced during the about thirty years of nuclear activity. In 1996 began activities for the design of a LLW repository and for a site selection. A near surface LLW Repository based on vault concept is considered, for a national total inventory of around 100,000 cubic meters of conditioned wastes, mostly coming from dismantling of the phased out power stations. A near surface LLW Repository based on vault concept is considered.

The design activity under way includes the Engineered Barrier System (EBS) development and qualification. A cementitious material as backfilling barrier is being considered for waste isolation in a disposal module which would then be emplaced in the disposal unit. The construction material of the module is also under evaluation and qualification.

Possible interaction of the barrier with the chemical environment of the Italian waste inventory has also been identified. This paper describes some of the experimental activity under way for the mix-design identification for the cementitious barrier, along with the results of the first campaign of material characterization.

Different concretes and grouts were investigated with the main aim of assessing the long-term durability of these materials. Preliminary results indicate that crack-free and long-term durable concretes and grouts (300 years) can be manufactured even if exposed to aggressive environments. For the sake of brevity, in this paper the following characteristics only of the concretes will be considered:

- compressive, flexural and tensile strength

- carbonation tests

- chloride diffusion.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 663: Symposium – Scientific Basis for Nuclear Waste management XXIV , 2000 , 543
Copyright
Copyright © Materials Research Society 2001

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

1. Collepardi, M., “Concrete Science and Technology", 3rd Edition, 1990, Hoepli, Milan, Italy.Google Scholar
2. Collepardi, M., “Ordinary and Long-Term Durability of Reinforced Concrete Structures”, Proceedings of 5th International CANMET/ACI Conference on Durability of Concrete, Vol. 1, pp.87–106, Tokushima, Japan.Google Scholar
3. Collepardi, M., “The World of Chemical Admixtures in Concrete”, Proceedings of 18th Conference on Our World in Concrete & Sturctures, pp. 63–71, Singapore, 1993.Google Scholar
4. Collepardi, M., “Superplasticizers and air entraining agents: state-of-the-art and future needs”, Proceedings of ACI Spring Convention. Concrete Technology: Past, Present, Future”, pp. 399–416, San Francisco, USA, 1994.Google Scholar
5. Collepardi, M., Marcialis, A., Turriziani, R., “Penetration of Chloride Ions in Cement Pastes and in Concretes”, Journal of American Ceramic Society, 55, pp. 534–535, 1972.Google Scholar
6. Collepardi, M., Coppola, L., “Unpublished Results”Google Scholar