In this research, rice husk ash (RHA) with different grinding periods was used to replace parts
of Portland cement in concrete production, to study its effects on autogenous shrinkage and compressive
strength of concrete. Experimental parameters included RHA grinding periods (1 and 2 hour-grinding)
and RHA replacement ratios (10% 20% and 30% by weight of total binder). The water to binder ratio
was kept constant at 0.42 (by weight). Test results revealed that incorporation of ground RHAs in
concrete mixture strongly reduced autogenous shrinkage, as compared to control concrete. Considering
the effect of RHA dosage, shrinkage magnitudes at 56 days decreased as the RHA replacement ratio increased. Comparing the effect of grinding period, concrete containing 1-hour grinding RHA exhibited
significantly lower shrinkage magnitude, as compared to those containing 2-hour grinding RHA. It was
also observed that the use of RHA with longer grinding time (2 hours) promoted better strength gain at
early ages, especially when used at high dosage (30%). At long-term, however, the difference in RHA
grinding time gave no effect on compressive strength of the concrete.