Strength deterioration of high strength concrete in sulfate environment

被引：71

作者：

Park, YS

Suh, JK

Lee, JH

Shin, YS

机构：

[1] Kyungdong Coll, Dept Civil Engn, Kyungsan 712900, South Korea

[2] Andong Tech Coll, Dept Civil Engn, Andong, South Korea

[3] Yeungnam Univ, Dept Civil Engn, Kyungsan, South Korea

来源：

CEMENT AND CONCRETE RESEARCH | 1999年 / 29卷 / 09期

关键词：

compressive strength; durability; physical properties; silica fume; sulfate attack;

D O I：

10.1016/S0008-8846(99)00106-4

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Sulfate in soil and groundwater may cause damage to the concrete in underground structures. In this paper, laboratory tests were per formed to assess the damage of chemical attack by magnesium sulfate and sodium sulfate on normal and high strength concretes. The selected solutions were pure water and 10% sulfate solutions (sodium and magnesium), which were determined by consideration of the soil environment in Korea. The parameters in experimental programs were water-binder ratio, silica fume content, and the compressive strength of concrete. Observed differences in the characteristics between normal and high strength concretes are discussed, and a scheme for maximizing the resistance of high strength concrete against various kinds of sulfates is suggested. (C) 1999 Elsevier Science Ltd. All rights reserved.

引用

页码：1397 / 1402

页数：6

共 8 条

[1]

[Anonymous], 1971, CHEM CEMENT CONCRETE

[2]

BENTUR A, 1995, P INT C CONCR UND SE, P1237

[3]

COHEN MD, 1988, ACI MATER J, V85, P148

[4] SULFATE ATTACK ON CONCRETE [J].