Title of article
Effect of dust in coarse aggregates on reinforcement corrosion in concrete
Author/Authors
Maslehuddin، نويسنده , , M. and Al-Mehthel، نويسنده , , M. and Alidi، نويسنده , , S.H. and Shameem، نويسنده , , M. and Ibrahim، نويسنده , , M.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2010
Pages
6
From page
326
To page
331
Abstract
This paper reports results of a study conducted to investigate the effect of dust, contributed by the coarse aggregates, on the corrosion of reinforcing steel in concrete. The concrete specimens were prepared with up to 10% dust in the coarse aggregates. Two other batches of reinforced concrete specimens were also prepared. In one batch of specimens the aggregates were washed with raw water (total dissolved solids: 3338 ppm) while the dust in the second batch was removed by vacuum suction. Reinforcement corrosion was monitored by measuring corrosion potentials and corrosion current density. The results indicated that up to 10% dust in the coarse aggregates did not cause any corrosion of the reinforcing steel. Similarly, reinforcement corrosion was not noted in the concrete specimens prepared with coarse aggregates washed with raw water or cleaned with vacuum suction.
Keywords
chloride concentration , Coarse aggregates , Dust reinforcement corrosion
Journal title
Construction and Building Materials
Serial Year
2010
Journal title
Construction and Building Materials
Record number
1630049
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