4.7 Article

Understanding the drying shrinkage performance of alkali-activated slag mortars

期刊

CEMENT & CONCRETE COMPOSITES
卷 76, 期 -, 页码 13-24

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2016.11.010

关键词

Alkali-activated slag; Relative humidity; Drying shrinkage; Shrinkage mechanism; Creep modulus

资金

  1. U.S. National Science Foundation (NSF) [1265789]
  2. Directorate For Engineering
  3. Div Of Civil, Mechanical, & Manufact Inn [1265789] Funding Source: National Science Foundation

向作者/读者索取更多资源

In this work, drying shrinkage of four alkali-activated slag (AAS) mortars, prepared using various types/dosages of activator, was characterized at four different levels of relative humidity (RH) and two drying regimes (i.e. direct and step-wise drying). The results show that drying shrinkage values of AAS are significantly dependent on the drying rate, as MS shrinks more when the RH is decreased gradually, instead of directly. At high RH, the drying shrinkage of MS exhibits a considerable visco-elastic/visco-plastic behavior, in comparison to ordinary portland cement (OPC). It is concluded that the cause of high-magnitude shrinkage in AAS mortar is due to the high visco-elastic/visco-plastic compliance (low creep modulus) of its solid skeleton. Furthermore, the activator affects the shrinkage behaviors of AAS by influencing the pore structure and mechanical properties. (C) 2016 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据