This paper investigates effects of several factors such as lime content and
the types of lime on water requirement, initial porosity, strength develop
ment, pozzolanic reaction rate, and pozzolanic reaction chemistry of lime-p
ozzolan cement. The water requirement of the lime-pozzolan cement did not c
hange when lime content increased from 0 to 20% but it increased with highe
r lime content. A calculation indicated that lime content had a similar eff
ect on the initial porosity of fresh lime-pozzolan cement mortars as on the
water requirement. Strength measurement indicated that the optimum lime co
ntent for lime-pozzolan cement was around 20%. For a given CaO content, use
of quicklime showed a higher lime consumption rate than use of hydrated li
me before 28 days but no difference could be observed thereafter. Lime-pozz
olan cements made with quicklime gave higher strengths than the cement made
with hydrated lime.