Freezing-and-Thawing Behavior of Cementitious Materials Containing Superabsorbent Polymers at Early Ages

被引:4
|
作者
Jin, Ming [1 ,2 ]
Ghantous, Rita Maria [1 ]
Tao, Jiayin [1 ,3 ]
Weiss, Jason [1 ]
机构
[1] Oregon State Univ, Sch Civil & Construct Engn, Corvallis, OR 97331 USA
[2] Southeast Univ, Sch Mat & Engn, Nanjing, Peoples R China
[3] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan, Peoples R China
关键词
cement paste; freezing and thawing; internal curing; residual strain; superabsorbent polymers (SAP); AUTOGENOUS SHRINKAGE; CONCRETE; WATER; DURABILITY; SATURATION; MIXTURES; DAMAGE;
D O I
10.14359/51728130
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper examines the relationship between the curing time and freezing-and-thawing (F-T) resistance of internally cured (IC) cement paste using superabsorbent polymers (SAP). The degree of saturation (DOS), the amount of freezable water, and F-T damage resistance of plain and IC cement paste at different ages were assessed. For cement paste with a water-cement ratio (w/c) of 0.50 and higher, IC increased the DOS, and the DOS remained higher than the critical DOS even after 28 days of curing, thereby making these mixtures susceptible to F-T damage. For mixtures with a lower w/c, IC increased the DOS at early ages, but the DOS was similar to or less than that of plain cement paste at later ages. IC slightly increases the susceptibility of low w/c mixtures to F-T damage only at very early ages; this susceptibility decreases after 7 days of curing. It is recommended that care be taken to avoid F-T damage during the first few days when IC is used for mixtures with a higher w/c (that is, above 0.42).
引用
收藏
页码:243 / 252
页数:10
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