Decay Patterns And Damage Processes Of Historic Concrete

A Survey In The Netherlands

Conference Paper (2021)
Author(s)

G. Pardo Redondo (TU Delft - Heritage & Technology)

S. Naldini (TU Delft - Heritage & Technology)

B. Lubelli (TU Delft - Heritage & Technology)

Research Group
Heritage & Technology
URL related publication
http://congress.cimne.com/SAHC2020/frontal/doc/Ebook_SAHC2020.pdf Final published version
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Publication Year
2021
Language
English
Research Group
Heritage & Technology
Pages (from-to)
105-116
ISBN (print)
978-84-123222-0-0
Event
12th International Conference on Structural Analysis of Historical Constructions (2021-09-29 - 2021-10-01)
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Abstract

Historic concrete buildings (end of 19th century – 1960s), because of their “experimental” character, require a specific approach to both survey and conservation. Although they were built with empirical approaches, some buildings show a fair state of conservation and resilience –even though they have already exceeded the 100-year threshold– while others of comparable age are in severe need of restoration. As part of the European project CONSECH20, aimed at contributing to the conservation of cultural-heritage concrete buildings, this paper investigates what are the most common types of damage and hypothetical causes, and what direct and non-direct parameters can lead to a faster or slower deterioration of historic concrete in the Netherlands. The research is based on an initial screening study, which will be used as a basis for a larger research among the participant countries. The current research is divided in three phases. Firstly, a selection of 15 case studies from the Netherlands are investigated; the selection was based on criteria of age, state of conservation and type of ownership. Secondly, the history and materials of the buildings are examined. Thirdly, an on-site visual survey is performed per each building, with pre-design templates, to identify types of damage, extent and severity. The data is then analysed combining different factors with a calculated index of severity. Results are discussed and contrasted to provide further clarification of the degradation of historic concrete. A fourth phase, not discussed in this paper, will use this methodology in a broader context, with a larger number of case studies in different countries.

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