Article (Scientific journals)
Influence of hardened cement paste content on the water absorption of fine recycled concrete aggregates
Zhao, Zengfeng; Remond, Sébastien; Damidot, Denis et al.
2013In Journal of Sustainable Cement-Based Materials
Peer reviewed
 

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Keywords :
cement paste; recycled concrete aggregates; water absorption; salicylic acid; granular class; porosity
Abstract :
[en] A linear relationship was found between the mean size of four granular classes (0/0.63, 0.63/1.25, 1.25/2.5, 2.5/5 mm) of different laboratory-made fine recycled concrete aggregates (FRCA) and their hardened cement paste content (CPC). A method based on salicylic acid dissolution was specifically developed for the measurement of CPC. Results showed that bound water and density of FRCA were strongly correlated with their CPC. Identically, the water absorption coefficient also followed a linear trend as a function of the CPC but only for the three coarser granular classes. Indeed, the water absorption coefficient of the finer fraction of FRCA (0/0.63 mm) cannot be correctly measured using European standard method EN 1097-6 or method no. 78 of IFSTTAR; but it can be obtained by extrapolation from the previous linear trend. As a consequence, the accurate total water absorption of FRCA (fraction 0/5 mm) can be estimated.
Disciplines :
Civil engineering
Author, co-author :
Zhao, Zengfeng ;  Université de Liège > Département ArGEnCo > Matériaux de construction non métalliques du génie civil
Remond, Sébastien;  Ecole des Mines de Douai > Civil and Environmental Engineering Department
Damidot, Denis;  Ecole des Mines de Douai > Civil and Environmental Engineering Department
Xu, Weiya;  Hohai University > Geotechnical Research Institute
Language :
English
Title :
Influence of hardened cement paste content on the water absorption of fine recycled concrete aggregates
Publication date :
01 July 2013
Journal title :
Journal of Sustainable Cement-Based Materials
ISSN :
2165-0373
eISSN :
2165-0381
Publisher :
Taylor & Francis, United Kingdom
Peer reviewed :
Peer reviewed
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