Abstract

Building stones are porous media and they can deteriorate through moisture ingress and secondary damage such as crystallization of soluble salts. Not only is this due to the increasing number of flood events in the past years but also structural damages of houses from activity such as leakage or rising moisture (groundwater) are the main causes. The potential benefit of several nondestructive testing methods to assess water damage in building stone has been studied in a field-scale experiment. Three testing walls made of fired clay brick, sandstone, and spongilite were flooded and their drying behavior monitored using infrared thermography, complex resistivity, ground penetrating radar, and ultrasonics. The results were compared to the average moisture content determined by gravimetric weighing of the specimens. Qualitatively, the results of the different nondestructive testing methods matched well. But in terms of quantitative data, some scatter was observed and the results should be viewed with care. Collecting time-consuming calibration data would help to overcome this problem, but especially when dealing with historic building structures, this is not always possible in practice.

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Acknowledgments

This research was funded under the grant of the FP6 Framework European Research Project Cultural Heritage Protection Against Flood (CHEF) Contract No. UNSPECIFIED044251. The writers thank the engineering office “Dr. Zauft” in Potsdam (Germany) for making their Hf-sensor probe set available for the four testing campaigns in Prague. The help of Dr. Francisco Romero (Rutgers, The State University of New Jersey) proofreading the paper is greatly appreciated.

References

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 24Issue 5October 2010
Pages: 462 - 472

History

Received: Apr 30, 2009
Accepted: Jan 19, 2010
Published online: Jan 22, 2010
Published in print: Oct 2010

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Jan Válek, Ph.D. [email protected]
Researcher, Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic (ITAM), Prosecká 76, 190 00 Prague, Czech Republic (corresponding author). E-mail: [email protected]
Sabine Kruschwitz, Ph.D. [email protected]
Researcher, Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, 12205 Berlin, Germany. E-mail: [email protected]
Jens Wöstmann [email protected]
Researcher, Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, 12205 Berlin, Germany. E-mail: [email protected]
Thomas Kind [email protected]
Researcher, Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, 12205 Berlin, Germany. E-mail: [email protected]
Jaroslav Valach, Ph.D. [email protected]
Researcher, Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic (ITAM), Prosecká 76, 190 00 Prague, Czech Republic. E-mail: [email protected]
Christian Köpp [email protected]
Researcher, Federal Institute for Materials Research and Testing (BAM), Unter den Eichen 87, 12205 Berlin, Germany. E-mail: [email protected]
Jaroslav Lesák [email protected]
Researcher, Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic (ITAM), Prosecká 76, 190 00 Prague, Czech Republic. E-mail: [email protected]

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