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http://www.scirp.org/journal/PaperInformation.aspx?PaperID=53125#.VLXQ2cnQrzE
Affiliation(s)
1Council
for Scientific and Industrial Research, Building and Road Research
Institute, Materials Engineering Development Division, Kumasi, Ghana.
2Department of Civil and Mechanical Engineering, University of Missouri, Kansas City, Missouri, USA.
3Development Office, University of Education-Winneba, Kumasi Campus, Kumasi, Ghana.
2Department of Civil and Mechanical Engineering, University of Missouri, Kansas City, Missouri, USA.
3Development Office, University of Education-Winneba, Kumasi Campus, Kumasi, Ghana.
ABSTRACT
Curing
of cement based products such as concrete and mortar, is very important
to achieve good strength and durable products. However the curing
environment plays a pivotal role in the overall quality of cement based
products in terms of strength development. ASTM C192 allows moist curing
either in a fog room or under water. However, these must meet ASTM C511
which controls temperature, and specifically for water curing, the
concentration of calcium ions in the curing solution. Unfortunately in
many parts of the world, water curing literally means curing in tap
water. This is done primarily because there is a lack of knowledge or
ignorance regarding the mobility and roll of calcium hydroxide in the
curing process. To illustrate the differences, in this study, straight
ASTM Type I/II Portland cement and that mixed with powdered waste clay
bricks as a cement extender were used to prepare two different batches
of mortars. The chemical properties of the powdered waste clay brick met
the ASTM C618 standard specifications for Class N pozzolans. Both
mortar specimens were cured under two different environment comprising
of either water and lime saturated water. Mortar specimens were tested
for compressive strength at 3, 7, 14 and 28 days of either curing
conditions. Test results indicated that mortar specimens cured in lime
saturated water obtained higher strength than those cured in fresh water
at all ages of curing. Statistical inference drawn from ANOVA testing
showed that curing conditions had significant impact on strength
development of the blended and unblended cement systems. The study
recommends that testing of concrete and mortar samples and other
research related works be performed in lime saturated water other than
fresh water.
Cite this paper
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