Significant settlements of opencast coalmine backfill can occur if the partially saturated material is inundated by rising groundwater once mine pumping has ceased. In laboratory one-dimensional compression tests, the wetting collapse has been shown to increase almost linearly with overburden over the stress range studied and quadratically with compaction air voids. The results were used to predict the behaviour at the Sheffield and Rotherham City Airport site, and the predictions compared to field monitoring data. The modelling overpredicted the field settlements by 17%. It also revealed that the majority of the settlement may have been due to the collapse of relatively few, poorly compacted layers, and that the practice of specifying or recording only average air voids during compaction may be highly misleading.
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July 2000
Research Article|
July 01 2000
Wetting collapse in opencast coalmine backfill
R. Blanchfield, MEng, PhD;
R. Blanchfield, MEng, PhD
Flood Defence Operations Engineer
Environment Agency
Hatfield
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W. F. Anderson, BSc, MSc, PhD, CEng, MICE, FGS
W. F. Anderson, BSc, MSc, PhD, CEng, MICE, FGS
Head of Department
Department of Civil and Structural Engineering, University of Sheffield
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Publisher: Emerald Publishing
Received:
October 13 1999
Accepted:
March 28 2000
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2000 Thomas Telford Ltd
2000
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2000) 143 (3): 139–149.
Article history
Received:
October 13 1999
Accepted:
March 28 2000
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Discussion: Wetting collapse in opencast coalmine backfill
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Citation
Blanchfield R, Anderson WF (2000), "Wetting collapse in opencast coalmine backfill". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 143 No. 3 pp. 139–149, doi: https://doi.org/10.1680/geng.2000.143.3.139
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