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Characterization of Leaching Behaviour of Recycled Concrete for Environmental Assessment  

Kang, S.H. (Environmental Engineering Section, The Catholic University of Korea)
Lee, S.H. (Environmental Engineering Section, The Catholic University of Korea)
Kwak, K.S. (Geotechnical Engineering Research Department, Korea Institute of Construction Technology)
Lee, J.Y. (Geotechnical Engineering Research Department, Korea Institute of Construction Technology)
Chung, M.K. (Geotechnical Engineering Research Department, Korea Institute of Construction Technology)
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Abstract
We conducted several different leaching experiments for assessing the potential environmental risk when utilizing recycled concrete for stabilizing bridge pier. The methods include continuous batch leaching test (DIN 38414-S4), availability test (NEN 7341), pH-stat test (CEN/TC 292/WG6) and tank diffusion test (NEN 7345). The concentration ranges vary depending on the testing method. Nearly all the trace elements were low, some elements recording under detection limit. The maximum concentrations for trace elements leached throughout the whole tests are (as mg/L); Cd (0.029), Cu (0.437), Pb (0.14), Ni, Zn (0.95), Hg (0.005). Although the testing methods we used in this study are much more rigorous than other commonly adapted method including TCLP and domestic testing method for solid waste, the trace elemental concentrations are under the criteria for hazardous material set by the TCLP and domestic method. The result seems to suggest that applying the recycled concrete on stream water will be accepatable practice as for as trace elements are concerned. However, the influence of inorganics such as Ca, Mg, Ni and $SO_4^{2-}$ on aquatic ecology should be further examined.
Keywords
Recycled Concrete; Leaching Test; Heavy Metals; Environmental Assessment;
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