Lyell Collection

Geological Society, London, Special Publications

Lyell Centre  |   Lyell Collection  |   Subscriptions   |   Geological Society  |   Email alerts  |   Online bookshop  |   Help


Keywords:
Author:
Advanced search>>
This Article
Right arrow Full Text (PDF)
Right arrow References
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow Request Permissions
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by O’Neill, M. A.
Right arrow Articles by Anderson, W. F.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation
Geological Society, London, Special Publications; 2003; v. 215; p. 199-204;
DOI: 10.1144/GSL.SP.2003.215.01.18
© 2003 Geological Society of London

The use of X-ray computed tomography in the investigation of the settlement behaviour of compacted mudrock

M. A. O’Neill1, A. K. Goodwin1 & W. F. Anderson2

1 School of Environment & Development, Sheffield Hallam University, Sheffield S1 1WB, UK m.oneill{at}shu.ac.uk
2 Department of Civil & Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK

The material used in the restoration of opencast coal mines is made up predominantly of mudstone particles ranging in size from less than 60 µm to more than 60 mm nominal diameter. Post-compaction settlements are mainly sub-divided into short-term ‘collapse’ and long term ‘creep’ components, both of which can be very large and often significantly reduce the development potential of restored opencast sites. As the mechanics of these movements are poorly understood at present, X-ray computed tomography (CT) was used to investigate the fundamental nature of particulate interactions within specimens of backfill undergoing long-term creep settlement.

The preliminary results from a series of CT analyses of a number of large scale specimens are presented. Different CT procedures were used and an indication for best practice for scanning of large samples has been found. Qualitative interpretation of the images obtained to date is presented in terms of fill structure, particulate changes during settlement and effects of arching. Indications are that particle breakage is a less significant mechanism than previously thought, and that local collapse of voids, particle sliding and particle rotation are the dominant mechanisms. Quantitative data to be extracted from the images may lead to a probabilistic approach to the prediction of settlement. This possibility is noted, as is the potential for the wider use of CT in geotechnical engineering.