Effect of relative humidity decrease due to self-desiccation on the hydration kinetics of cement |
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| Affiliation: | 1. Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland;2. Institute for Building Materials, ETH Zurich, Zurich, Switzerland;1. Section of Materials and Environment, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, the Netherlands;2. Centre for Structural Engineering and Informatics, Department of Civil Engineering, The University of Nottingham, UK;3. Tata Steel, R&D, P.O. Box 10.000, 1970 CA IJmuiden, the Netherlands;1. Department of Civil Engineering, Université Laval, C.R.I.B., G1V0A6, Canada;2. Department of Civil, Geological and Mining Engineering, Polytechnique of Montreal, C.R.I.B., H3C3A7, Canada |
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| Abstract: | Hydration rate of cement decreases at reduced relative humidity (RH) and hydration virtually ceases below about 80% RH. Until now, this problem has been studied by means of determining the hydration degree only at later ages on hydrated samples continuously stored under fixed, reduced RH, or based on theoretical considerations. Here, the effect of reduced RH on hydration rate was studied in the course of the process during initial days of hydration. Isothermal calorimetry was applied to study the evolution of the heat of hydration in cement pastes with low water-to-binder ratio, either in water-saturated or sealed conditions. In parallel, RH evolution was measured on sealed, companion samples with water-activity stations. The sealed samples show considerably lower rates of hydration when the RH is reduced due to self-desiccation. The coefficient describing the reduction of hydration rate as a function of RH was determined for different water-to-binder ratios and different cements. |
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