Permeability and self-healing of cracked concrete as a function of temperature and crack width

By H. Reinhardt, Martin Jooss. 2003

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Autogenous healing of engineered cementitious composites at early age (2011, background): “The third criterion, the control of crack width to below 150 μm and preferably below 50 μm, represents the most formidable challenge in the design and implementation of self-healing concrete materials [7,8,15,18–21,23–25].”
Frost resistance and microstructure of Engineered Cementitious Composites: Influence of fly ash and micro poly-vinyl-alcohol fiber (2012, background): “[31], Evardsen [36], and Reinhardt and Jooss [37] proposed that cracks with a width below 100 lm can be easily closed by a selfhealing process.”
Autogenous healing of engineered cementitious composites under wet–dry cycles (2009, background): “Typically,amodifiedversionofPoiseuille'sFormulaisusedtodescribe water flow in concrete cracks [ 5 ].”
De-icing Salt Scaling Resistance of Mechanically Loaded Engineered Cementitious Composites (2007, result): “Based on experimental results, Evardsen [27] and Reinhardt and Jooss [28] proposed that cracks with width below 100 μm can be easily closed by a self-healing process.”
Durability of mechanically loaded engineered cementitious composites under highly alkaline environments (2008, background): “[24], Evardsen [25], Reinhardt and Jooss [26] proposed that cracks with width below 100 lm can be easily closed by a self-healing process.”