Effect of sample conditioning on the water absorption of concrete

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Date
2011
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Publisher
ELSEVIER SCI LTD
Abstract
ASTM C1585 is commonly used to determine the absorption and rate of absorption of water in unsaturated hydraulic cement concretes. Unfortunately, a wide range of relative humidities can exist in the samples after this relatively short conditioning period and such variation may considerably influence the test results. Three main variables were studied in this program: the water to cement ratio, the paste volume fraction, and the effect of sample conditioning. The results confirm that water absorption testing is considerably influenced by sample preparation. Samples conditioned at 50% relative humidity can show up to six times greater total absorption than similar samples conditioned at 80% relative humidity. Samples that were conditioned in the oven at 105 degrees C do not appear to follow a similar trend when compared with specimens conditioned in chambers at lower temperatures for a longer duration. The absorption is also influenced by the volume of paste in the samples. The experiments show that a lack of control on moisture content or lack of consideration of the material composition may lead to a misunderstanding of the actual absorption behavior. (C) 2011 Elsevier Ltd. All rights reserved.
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Keywords
Water absorption, Sample conditioning, Moisture effect, Relative humidity, TRANSPORT-PROPERTIES, SORPTIVITY, MORTARS, MICROCRACKING, DIFFUSION
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