Chloride migration coefficient of self-compacting concrete

被引：12

作者：

Persson, B ^{[1
]}

机构：

[1] Lund Inst Technol, S-22100 Lund, Sweden

来源：

MATERIALS AND STRUCTURES | 2004年 / 37卷 / 266期

关键词：

D O I：

10.1617/13846

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this article laboratory and analytical studies of the chloride migration coefficient, D, are presented. The result of studies on chloride migration of Self-Compacting Concrete, SCC, are compared with the corresponding properties of normal concrete with the same water-cement ratio, w/c and air content. Both 28 and 90 days' age applied at the start of the testing. Six SCC were studied and 2 NC, all with w/c = 0.39. The effect of normal and reversed order of mixing (filler last), increased amount of filler, type of filler, limestone powder, increased air content and large hydrostatic concrete pressure were investigated.

引用

页码：82 / 91

页数：10

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