Chemical behaviour of ground waste glass when used as partial cement replacement in mortars

This paper deals with the pozzolanic activity of finely ground waste glass, when used as partial cement replacement in mortars. The behaviour of this by-product was examined through two sets of tests: a lime–glass test to assess and explain the pozzolanic phenomena and a compressive strength test carried out to monitor the strength development. Analyses by DSC, XRD and SEM of samples containing 25% Ca(OH)2 and 75% of ground glass demonstrated that this admixture induced the formation of calcium silicate and calcium aluminosilicate hydrates at the expense of lime as well as hydrated sodium carbonate. The formation of the latter phase allowed us to explain the size stability of prepared mortars by hydrated sodium silicate formation. Compressive strength of mortars containing ground glass with particles size in the range 100–80 μm; 80–40 μm; <40 μm and < 20 μm finenesses indicated that the 20 μm class exhibited a good pozzolanic behaviour. The corresponding strength activity indexes were 82%, 95% and 102% at 7, 28 and 90 days respectively.