The Interfacial Transition Zone (ITZ) Between Cement Paste and Aggregate in Concrete

By Karen L. Scrivener, A. Crumbie, P. Laugesen. 2004

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Meso-scale computational modeling of the plastic-damage response of cementitious composites (2011, methodology): “In the plastic part, the plastic strain εij p and the effective stress σ ij at the end of the step are determined by using the classical radial return mapping algorithm (Simo and Hughes in [38]), such that one can write from Eqs.”
Diffusivity of saturated ordinary Portland cement-based materials: A critical review of experimental and analytical modelling approaches (2016, background): “HCP morphology comprises of a wide range of solid mineral phases besides C-S-H such as portlandite (CH), aluminate phases such as ettringite (AFt), monosulphate (AFm) and hydrogarnet.”
On the effect of ITZ thickness in meso-scale models of concrete (2020, background): “The main variation in porosity is in 15–20 mm close to aggregates and this variation decrease with age because the pores are filled by hydrates [23].”