Shrinkage Effects of Using Fly Ash instead of Fine Aggregate in Concrete Mixtures

Figure 9

Comparison among the predicted concrete shrinkage values from the CEB-FIP 90, ACI 209R, and GL 2000 models and the observed concrete shrinkage values obtained during this study’s experimentation: (a) 15% fly ash; (b) 25% fly ash; (c) 35% fly ash; (d) 45% fly ash.

(a)

(b)

(c)

(d)