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Compression Behaviour of Clay-Based Backfill Under Large Hydraulic Loading

Published online by Cambridge University Press:  28 February 2011

H.T. Chan ,
A.M. Crawford  and
K.C. Lau
H.T. Chan
Affiliation:
Ontario Hydro, Civil Research Dept, Toronto, Ontario, Canada
A.M. Crawford
Affiliation:
University of Toronto, Civil Engineering Dept., Toronto, Ontario, Canada
K.C. Lau
Affiliation:
Ontario Hydro, Civil Research Dept, Toronto, Ontario, Canada
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Abstract

A one-dimensional analytical model has been developed to describe the compressive behaviour of clay-based shaft backfills under large hydraulic loads. The analytical model has been calibrated with results from a compression test on a partially saturated swelling clay backfill mix in the high-pressure compression cell constructed at Ontario Hydro.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 212: Symposium P – Scientific Basis for Nuclear Waste Management XIV , 1990 , 499
Copyright
Copyright © Materials Research Society 1991

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References

REFERENCES

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