It has long been known that some stone types show significant loss in strength, both in compression and bending during the service life of a building. These differences can include changes as a result of long-term changes in physical structure, for example as a result of thermal and moisture cycles, but there can also be shorter term changes between the wet and dry states. The European Standards that are now in place in the UK and the rest of the CEN countries require stones to be tested under ambient conditions and, if required to declare these values as part of the CE marking process. This has led to some concerns that the data available for structural calculations may not reflect the actual performance during use, and as the demands for more slender stone units increase so the margins for error become smaller. The present paper begins by examining a number of reported examples of changes in properties with time as a result of changes in structure in some marbles as well as changes in appearance and strength in limestone and sandstone as a result of salt damage and freeze-thaw action.
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June 2012
Research Article|
April 18 2012
Changes in engineering properties of natural stone
Tim Yates, PhD, BTech;
Tim Yates, PhD, BTech
BA Technical Director, Building Technology Group, Building Research Establishment Ltd, Watford, UK
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David Richardson, MSc, CGeol, FGS;
David Richardson, MSc, CGeol, FGS
Group Director Building Technology, Building Research Establishment Ltd, Watford, UK
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Bruno Miglio, MSc, MBA, CGeol CEng
Bruno Miglio, MSc, MBA, CGeol CEng
Director, Ove Arup & Partners, London, UK
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Publisher: Emerald Publishing
Received:
March 30 2009
Accepted:
September 22 2011
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Construction Materials (2012) 165 (3): 127–133.
Article history
Received:
March 30 2009
Accepted:
September 22 2011
Citation
Yates T, Richardson D, Miglio B (2012), "Changes in engineering properties of natural stone". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 165 No. 3 pp. 127–133, doi: https://doi.org/10.1680/coma.9.00023
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