Hostname: page-component-848d4c4894-wg55d Total loading time: 0 Render date: 2024-05-26T15:45:28.591Z Has data issue: false hasContentIssue false

The experimental study of bentonite swelling into fissures

Published online by Cambridge University Press:  09 July 2018

J. Svoboda*
Affiliation:
Czech Technical University in Prague, Faculty of Civil Engineering, Centre of Experimental Geotechnics, Thákurova 7, 166 29 Prague 6, CZ, Czech Republic
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

The geological disposal of radioactive waste, based on a multi-barrier concept wherein the first barrier consists of the metal waste container and the final barrier the host rock, is widely considered the only viable solution to this issue. The bentonite-based seal around the canister forms one of the barriers. The unique swelling and sealing capabilities of bentonite play a major role in repository safety concepts in that they allow the bentonite barrier to withstand serious mechanical damage without its function being compromised.

This paper presents experimental research focusing on the dynamics and mechanics of the sealing of cracks and joints using bentonite-based materials. Physical models were used to simulate the contact point of bentonite-based sealants with cracks in the rock mass. The models examined the ability of the tested material to fill the crack thus preventing the creation of a preferential water pathway. The results show that in most cases total bentonite advance (for the same material) into fissures is, primarily, linearly dependent on fissure width. The absolute value of advance could be related to the overall swelling ability of the material characterized by its swell index or swelling pressure.

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
Copyright © The Mineralogical Society of Great Britain and Ireland 2013 This is an Open Access article, distributed under the terms of the Creative Commons Attribution license. (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Mineralogical Society of Great Britain and Ireland 2013

References

Arcos, D., Bruno, J. & Karnland, O. (2003), Geochemical model of the granite–bentonite–groundwater interaction at ä spö HRL (LOT experiment). Applied Clay Science [online], 23, 219–228. DOI: 10.1016/ S0169-1317(03)00106-6. Available from: http://www.sciencedirect.com/science/article/pii/S0169131703001066 Google Scholar
Birgersson, M., Börgesson, L., Hedström, M., Karnland, O. & Nilsson, U. (2009) Bentonite Erosion. SKB, Technical Report TR 09 - 34, Svensk Kärnbränslehantering AB.Google Scholar
Chvátal, P. (1995) Selection of Reference Materials for Absorbing, Filling and Sealing Materials of a Radioactive Waste Underground Repository. KESSL s. r. o., Karlovy Vary. Google Scholar
Gens, A., Guimaraes, L. do, N., Garcia-Molina, A. & Alonso, E.E. (2002) Factors controlling rock–clay buffer interaction in a radioactive waste repository. Engineering Geology [online], 64, 297–308. Available from: http://upcommons.upc.edu/e-prints/bitstream/2117/2213/1/19.pdf Google Scholar
Křížová, V., Přikryl, R. & Zeman, J. (2006) Mineralogický, chemický a geochemický výzkum stability dlouhodobě tepelně zatíženého materiálu bentonitové bariéry na vzorcích získaných z experimentu Mock-Up-CZ. Progress report 31. 10. Contract no. 2006/018/Kunc, SRAO, pp. 6, 21, 30, 35.Google Scholar
Push, R. (1983) Stability of bentonite gels in crystalline rock – Physical aspects. SKB Technical Report TR- 83–04.Google Scholar
Št’ástka, J. & VaŠíček, R. (2012) The development of clay barriers for radioactive waste disposal at the Centre of Experimental Geotechnics. Pp. 1202.1–1202.8 in: Proceedings. Ljubljana: Nuclear Society of Slovenia. ISBN 978-961-6207-35-5.Google Scholar
Tanai, K. & Matsumoto, K, (2008) A study of extrusion behavior of buffer material into fractures. Science & Technology Series, no. 334, 57–64. Available from: http://www.nantes2010.com/doc/pdf/lille/06_Tanai.pdf Google Scholar
Wanga, Q, Tanga, A.M., Cuia, Y., Delagea, P. & Gatmirib, B. (2012) Experimental study on the swelling behaviour of bentonite/claystone mixture. Engineering Geology, 124, 4 January 2012, 59–66. DOI: 10.1016/j.enggeo.2011.10.00310.1016/j.enggeo.2011.10.003CrossRefGoogle Scholar