Digitala Vetenskapliga Arkivet

Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Mechanisms Involved in Maturation of Clay Seals in Boreholes for Storing Spent Reactor Fuel
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-6851-4839
Greifswald University, Germany.
Greifswald University, Germany.
Technical University of Darmstadt, Germany.
2019 (English)In: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, no 3, p. 197-226Article in journal (Refereed) Published
Abstract [en]

Smectite clay, especially montmorillonite, is proposed for isolating canisters containing highly radioactive waste (HLW) like spent reactor fuel placed in deep boreholes. It is used for minimizing groundwater flow around and along waste packages (“Buffer Clay”) and for providing them with ductile embedment for eliminating risk of canister damage caused by displacements in the host rock. The clay has the form of heavily compacted blocks of granules that swell in conjunction with water uptake until their full hydration potential has been utilized. The dense clay blocks are fitted in perforated supercontainers that are submerged in smectite mud. The long-term chemical stability of the clay is sufficient for providing the required waste-isolating capacity, which is primarily supplied by the heavyness of stagnant, very salt groundwater at depth.

Place, publisher, year, edition, pages
UK: Scientific Press International Limited , 2019. Vol. 9, no 3, p. 197-226
Keywords [en]
Smectite clay, montmorillonite, isolating canisters, highly radioactive waste (HLW), supercontainers, dry density, settlement, creep settlement, microstructure of smectite clay
National Category
Geotechnical Engineering and Engineering Geology
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-75710OAI: oai:DiVA.org:ltu-75710DiVA, id: diva2:1346236
Note

Validerad;2019;Nivå 1;2019-09-02 (johcin)

Available from: 2019-08-27 Created: 2019-08-27 Last updated: 2025-04-15Bibliographically approved

Open Access in DiVA

fulltext(2200 kB)171 downloads
File information
File name FULLTEXT01.pdfFile size 2200 kBChecksum SHA-512
d4fc9d5389d7f2f45b700384f3ad84adbc38aff869d71f780e95a62438e1954f5db41a2064af7477aac4108483f2e9bc08a4a0ed0189e00ecccd00a2344280b7
Type fulltextMimetype application/pdf

Other links

https://www.scienpress.com/journal_focus.asp?main_id=59&Sub_id=IV&Issue=1241807

Search in DiVA

By author/editor
Pusch, Roland
By organisation
Mining and Geotechnical Engineering
In the same journal
Journal of Earth Sciences and Geotechnical Engineering
Geotechnical Engineering and Engineering Geology

Search outside of DiVA

GoogleGoogle Scholar
Total: 171 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

urn-nbn

Altmetric score

urn-nbn
Total: 122 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf