Chloride Binding of Self-compacting Concrete with Different Crack Depths under Electric Migration Test
Cracks can form a shortcut for transport of chloride ions in concrete structure, and provide more opportunities for chloride ions to contact and bind with cement matrix. Following the NT BUILD 492 chloride migration test method, chloride content were determined on cracked concrete samples which were prepared by artificial crack method. The results shows crack depth increased from 0 mm to 31.4 mm almost did not exert pronounced effects on chloride binding of concrete under the migration test. Besides, the binding parameter of linear binding isotherms almost did not change.
Crack depth Chloride binding Migration test Self-compacting concrete
Song Mu Bao-guo Ma Geert De Schutter Shouwei Jian
School of Materials Science and Engineering, Wuhan University of Technology, Peoples Republic of Ch School of Materials Science and Engineering, Wuhan University of Technology, Peoples Republic of Ch Magnel Laboratory for Concrete Research, Ghent University, Belgium
国际会议
上海
英文
957-960
2011-10-21(万方平台首次上网日期,不代表论文的发表时间)