Overview

Contact: Veerle Cnudde


Real time 3D monitoring and modeling of frost damage in concrete and sedimentary rocks

FIGURE: (a) Methodology to evaluate FT weathering by use of μCT. A 9 mm diameter core sample is first imaged and subsequently subjected to the first FT cycle which consists of 1 h of saturating in water and 5 h of freezing followed by thawing and drying. The sample is then imaged again to visualise and measure the changes in the structure. This can be repeated several times. (b) Results of the workflow described in (a) after 6 to 9 FT cycles performed on a Noyant limestone drilled core. Cracks become visible after 7 cycles and tend to develop along a certain fossil (from Dewanckele et al., 2013).

See also: https://doi.org/10.1016/j.earscirev.2020.103143


The Sustainable Building Lime (SUBLime) project

The SUBLime project has received funding from the European Union’s Horizon 2020 research and innovation programme under Marie Sklodowska-Curie project SUBLime [Grant Agreement n.° 955986].

See also: SUBLIME


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