This paper compares three methods for the activation of pozzolanic reactivi
ty of a natural pozzolan: (1) prolonged grinding of natural pozzolans (mech
anical method), (2) elevated temperature curing of cement pastes containing
a pozzolan (thermal method), and (3) use of chemical activators such as Na
2SO4 and CaCl2 (chemical method). The pozzolanic reactivity of natural pozz
olans was evaluated using a mixture of 80% natural pozzolan and 20% hydrate
d lime. Several parameters such as Ca(OH)(2) consumption rate, strength dev
elopment, ultimate compressive strength and cost were compared. All three a
ctivation methods accelerated both the pozzolanic reaction and strength dev
elopment rates of the lime-pozzolan pastes. However, mechanical activation
did not show a significant effect on the ultimate strength, while thermal a
ctivation decreased the ultimate strength and chemical activation (addition
of 4% Na2SO4 or CaCl2. 2H(2)O based on the mass of lime-pozzolan blends) i
ncreased the ultimate strength of lime-pozzolan mixtures significantly. The
application of mechanical or thermal activation techniques needs extra equ
ipment and energy, and thus increases materials costs significantly. Chemic
al activators can be added during the grinding of the natural pozzolan or d
uring the mixing of concrete containing a pozzolan, so the requirement of e
xtra equipment is minimal. Although the addition of chemical activator(s) i
ncreases the total material costs, the cost per unit strength development d
ecreases. Based on current test results, chemical activation is the most ef
ficient and feasible method for the activation of natural pozzolans. (C) 20
01 Elsevier Science Ltd. All rights reserved.