Influence of nucleation seeding on the hydration kinetics and compressive strength of alkali activated slag paste

被引:158
|
作者
Hubler, Mija H. [2 ]
Thomas, Jeffrey J. [1 ]
Jennings, Hamlin M. [3 ]
机构
[1] Schlumberger Doll Res Ctr, Cambridge, MA 02190 USA
[2] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL 60208 USA
[3] MIT, Dept Civil & Environm Engn, CSHub, Cambridge, MA 02190 USA
关键词
Kinetics; Compressive strength; Alkali activated cement; Granulated blast-furnace slag; BLAST-FURNACE SLAG; DRYING SHRINKAGE; CONCRETE; MORTARS; CEMENT;
D O I
10.1016/j.cemconres.2011.04.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Addition of pure calcium silicate hydrate (C-S-H) to alkali-activated slag (AAS) paste resulted in an earlier and larger hydration rate peak measured with isothermal calorimetry and a much higher compressive strength after 1 d of curing. This is attributed to a nucleation seeding effect, as was previously established for Portland cement and tricalcium silicate pastes. The acceleration of AAS hydration by seeding indicates that the early hydration rate is controlled by nucleation and growth. For the experiments reported here, the effect of C-S-H seed on the strength development of AAS paste between 1 d and 14 d of curing depended strongly on the curing method. With sealed curing the strength continued to increase, but with underwater curing the strength decreased due to cracking. This cracking is attributed to differential stresses arising from chemical and autogenous shrinkage. Similar experiments were also performed on Portland cement paste. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:842 / 846
页数:5
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