Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression

By T. Akçaoğlu, M. Tokyay, T. Celik. 2004

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Failure mechanism of recycled aggregate concrete (2008, background): “More recently, the effect of aggregate properties (modulus of elasticity, surface texture and size) on the weakness of ITZ and the failure process of concrete in compression were also discussed [12].”
Application of nanoindentation testing to study of the interfacial transition zone in steel fiber reinforced mortar (2009, background): “[9].”
The effect of water to cement ratio on fracture parameters and brittleness of self-compacting concrete (2013, background): “Early study on NVC showed that the quality of ITZ zone and cement paste strongly depends on w/c ratio and the porosity in the ITZ zone increases which causes microcracks to extend in this zone [33].”