4.7 Article

Improved chloride resistance of high-strength concrete amended with coal bottom ash for internal curing

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 71, 期 -, 页码 334-343

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2014.08.069

关键词

Coal bottom ash; Internal curing; Chloride diffusion; Chloride binding; Electron probe microanalyzer

资金

  1. National Research Foundation (NRF) [NRF-2014R1A1A1004395]
  2. Ministry of Trade Industrial and Energy (Energy Technology Development Program) - Korea government [2013T100100021]
  3. Research Foundation of Chosun University

向作者/读者索取更多资源

The present work studies a chloride resistance of high-strength concrete incorporating bottom ash aggregates for internal curing. The chloride diffusion in concrete was evaluated by measuring the diffusion distance through steady-state and rapid-state penetration tests. The acid-soluble and water-soluble chloride contents in concrete were measured to evaluate the total and bound chloride concentrations in concrete. To detect the crystalline phase of hydration products that can bind chloride, a thermal analysis and an X-ray diffraction (XRD) analysis were carried out. In addition, the path of chloride penetration in concrete was analyzed by using an electron probe microanalyzer (EPMA). The results showed that, although there was no significant effect on the diffusion length, bottom ash in high-strength concrete can significantly reduce the amount of chloride diffusion. (C) 2014 Elsevier Ltd. All rights reserved.

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