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Reference Laboratory Testing For Backfill

Published online by Cambridge University Press:  15 February 2011

Riley M. Chung  and
Felix Y. Yokel
Riley M. Chung
Affiliation:
National Bureau of Standards, Washington, D.C. 20234
Felix Y. Yokel
Affiliation:
National Bureau of Standards, Washington, D.C. 20234
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Abstract

Relatively high magnitude of swelling and low hydraulic conductivity are two of the performance requirements for the backfill placed around the radioactive waste package for the underground nuclear waste storage scheme. Some studies have been conducted in U.S. national laboratories and in other countries where the candidate backfill materials were tested under many different conditions to determine the expected range of these properties. This paper briefly examines the variables that were found to be significant in the evaluation of swelling and hydraulic conductivity and special emphasis is placed on the compaction method, compaction effort, and the moisture content at the time of compaction, which do not receive much consideration in ongoing test programs.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 6: Symposium D – Scientific Basis for Nuclear Waste Management IV , 1981 , 379
Copyright
Copyright © Materials Research Society 1982

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References

REFERENCES

1. Lambe, T. W., Trans. ASCE, 125, pp. 718–741 (1960).Google Scholar
2. Yong, R., Taylor, L. D., and Warkentin, B. P., Proc. llth National Conference on Clays and Clay Minerals (1962).Google Scholar
3. Yong, R. N., Proc. 3rd Asian Regional Conference on SMFE (1967).Google Scholar
4. Pusch, R., KBS Technical Report 80–13, (1980).Google Scholar
5. Pusch, R., KBS Technical Report 80–16, (1980).Google Scholar
6. Moore, C. A., Journal of SMFD, ASCE, 97, 7 (1971).Google Scholar
7. Olson, R. E. and Mesri, G., Journal of SMFD, ASCE, 96, 6 (1970).Google Scholar
8. Taylor, D. W., Fundamentals of Soil Mechanics, Wiley, New York (1948).Google Scholar
9. Olsen, H. W., Clays and Clay Minerals, 9, (1962).Google Scholar
10. Seed, H. B. and Chan, C. K., Journal of SMFD, ASCE, 85, 5 (1959).Google Scholar
11. Mitchell, J. K., Hooper, D. R., and Campanella, R. G., Journal of SMFD, ASCE, 91, 4 (1965).Google Scholar