Hostname: page-component-78c5997874-ndw9j Total loading time: 0 Render date: 2024-11-03T00:54:12.123Z Has data issue: false hasContentIssue false

Hydrothermal Field Experiment Simulating Steel Canister Embedded in Expansive Clay - Physical Behavior of the Clay

Published online by Cambridge University Press:  25 February 2011

Roland Pusch
Affiliation:
Clay Technology AB, Ideon, S-223 70 Lund, Sweden
Ola Karnland
Affiliation:
Clay Technology AB, Ideon, S-223 70 Lund, Sweden
Alain Lajudie
Affiliation:
CEA, Boite Postale No. 6, F-92260 Fontenay-aux-Roses, France
Rosemarie Atabek
Affiliation:
CEA, Boite Postale No. 6, F-92260 Fontenay-aux-Roses, France
Get access

Abstract

Field heat experiments with kaolinite/smectite clay surrounding heaters in boreholes were conducted for 0.7 and 4 years with temperatures up to 170-180°C. The short test gave a high degree of water saturation even in the hottest part (> 75 %) and almost no change in physical properties and mineral composition. The long test gave a dry inner zone of claystone, indicating gas formation, and rich precipitation of silica/aluminum compounds and sulphate minerals. Brittleness characterized the hot parts and stiffening occurred also in the colder parts due to precipitation of silica and aluminum.

Type
Research Article
Copyright
Copyright © Materials Research Society 1992

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. Atabek, R., Lajudie, A., Lechelles, J. and Pusch, R., Pilot Field Experiment with Canister-embedding Clay Under Simulated Repository Conditions. Engineering Geology, 28, 1990 CrossRefGoogle Scholar
2. Pusch, R., Borgesson, L. and Erlström, M., Alteration of Isolating Properties of Dense Smectite Clay in Repository Environment as Examplified by Seven Pre-Quaternary Clays. SKB Technical Report 87-29, 1987 Google Scholar
3. Pusch, R. and Hökmark, H., GMM - A General Microstructural Model for Qualitative and Quantitative Studied of Smectite Clays. SKB Technical Report 90-43, 1990 Google Scholar
4. Pusch, R., Börgesson, L. and Ramquist, G., Final Report of the Buffer Mass Test - Volume II: test results. Stripa Project Technical Report 85-12, 1985 Google Scholar
5. Börgesson, L.. Water Flow and Swelling Pressure in Nonsaturated Bentonite-based Clay Barriers. Eng. Geology, 21, 1985 Google Scholar