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A one-dimensional self weight consolidation model for quiescent conditions was developed in a finite element code.
Similar to Figures 9 and 10, the lower limit of the sedimentary clays and all of the residual soils finished self weight consolidation within 300 days.
In both plots, the progress of self weight consolidation is observed through the curve shape that changes from concave to convex over time.
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Bleeding of concrete results mainly from the self-weight consolidation of the granular skeleton.
An exponential coefficient was added in the Sanford (2008) model to better predict the consolidation profile of both rapid early settling and slow self-weight consolidation processes.
This is probably due to the specific self-weight consolidation, different drainage conditions and confinement pressures encountered in the paste backfilled stopes.
On discharge, an aqueous tailings slurry forms a delta, on which the tailings particles undergo hydraulic sorting, sedimentation and self-weight consolidation, and desiccation on exposure to evaporation.
An example test using dredged soil sampled from Putian Port, Fujian Province, China, was conducted to validate the performance of the method, including self-weight consolidation, four-stage preloading with drains, and dynamic compaction.
The model captured the self-weight consolidation behaviour for a wide range of tailings.
A one-dimensional self-weight consolidation model for quiescent conditions was developed using the finite element method.
The lower limit of the sedimentary clays and all of the residual soils completed self-weight consolidation within 300 days.
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