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Compression Behaviour of Clay-Based Backfill Under Large Hydraulic Loading
Published online by Cambridge University Press: 28 February 2011
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.
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- Copyright © Materials Research Society 1991