Published March 1987 | Version v1
Report Open

Nuclear waste package fabricated from concrete

Description

After the United States enacted the Nuclear Waste Policy Act in 1983, the Department of Energy must design, site, build and operate permanent geologic repositories for high-level nuclear waste. The Department of Energy has recently selected three sites, one being the Hanford Site in the state of Washington. At this particular site, the repository will be located in basalt at a depth of approximately 3000 feet deep. The main concern of this site, is contamination of the groundwater by release of radionuclides from the waste package. The waste package basically has three components: the containment barrier (metal or concrete container, in this study concrete will be considered), the waste form, and other materials (such as packing material, emplacement hole liners, etc.). The containment barriers are the primary waste container structural materials and are intended to provide containment of the nuclear waste up to a thousand years after emplacement. After the containment barriers are breached by groundwater, the packing material (expanding sodium bentonite clay) is expected to provide the primary control of release of radionuclide into the immediate repository environment. The loading conditions on the concrete container (from emplacement to approximately 1000 years), will be twofold; (1) internal heat of the high-level waste which could be up to 4000C; (2) external hydrostatic pressure up to 1300 psi after the seepage of groundwater has occurred in the emplacement tunnel. A suggested container is a hollow plain concrete cylinder with both ends capped. 7 refs

Availability note (English)

Available from NTIS, PC A02/MF A01; 1 as DE87011469.

Files

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Additional details

Publishing Information

Imprint Pagination
6 p.
Report number
CONF-870812--20

Conference

Title
international conference on structural mechanics in reactor technology.
Acronym
9. SMIRT
Dates
17-21 Aug 1987.
Place
Lausanne (Switzerland).

Optional Information

Notes
Portions of this document are illegible in microfiche products.