Compression Behaviour of Clay-Based Backfill Under Large Hydraulic Loading
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ABSTRACTA 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.
1993 ◽
Vol 50
(1)
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pp. 51-70
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1994 ◽
Vol 120
(6)
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pp. 1102-1105
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2003 ◽
Vol 58
(12)
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pp. 727-734
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