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monotonic and cyclic loading. The tested samples were prepared by either simply reconstituting the sample
at a given water content or by employing a “dry-wet” preparation technique. The latter technique involved
drying the sample to the shrinkage limit, re-saturating the sample, and then consolidating it, in order to
simulate the stress history that might be experienced in the field. Cyclic resistance ratios for samples
prepared by using the dry-wet preparation technique were considerably higher than those of samples
prepared by using the standard technique. In general, the tailings could experience significant deformation
during cyclic loading irrespective of whether the monotonic response was contractive or dilative. It is
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