Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content
The engineering properties of alkali activated materials (AAMs) mainly depend on the constituent materials and their mixture proportions. Despite many studies on the characterization of AAMs, guidelines for mixture design of AAMs and their applications in engineering practice are not available. Exte...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/11/11/2121 |
id |
doaj-24bdab32197d4a47bd6d5c522ec89e97 |
---|---|
record_format |
Article |
spelling |
doaj-24bdab32197d4a47bd6d5c522ec89e972020-11-24T21:45:45ZengMDPI AGMaterials1996-19442018-10-011111212110.3390/ma11112121ma11112121Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag ContentMarija Nedeljković0Zhenming Li1Guang Ye2Microlab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The NetherlandsMicrolab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The NetherlandsMicrolab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The NetherlandsThe engineering properties of alkali activated materials (AAMs) mainly depend on the constituent materials and their mixture proportions. Despite many studies on the characterization of AAMs, guidelines for mixture design of AAMs and their applications in engineering practice are not available. Extensive experimental studies are still necessary for the investigation of the role of different constituents on the properties of AAMs. This paper focuses on the development of alkali-activated fly ash (FA) and ground granulated blast furnace slag (GBFS) paste mixtures in order to determine their suitability for making concretes. In particular, the influence of the GBFS/FA ratio and liquid-to-binder (l/b) ratio on the slump, setting, strength, and autogenous shrinkage of the alkali activated pastes is studied.It is shown that fresh properties largely depend on the type of precursor (GBFS or FA). The slump and setting time of GBFS-rich pastes was significantly reduced. These pastes also have higher compressive strength than FA-rich pastes. The study identifies important practical challenges for application of the studied mixtures, such as the behavior of their flexural strength and high amplitudes of autogenous shrinkage of GBFS-rich mixtures. Finally, the optimum GBFS/FA ratio for their future use in concretes is recommended.https://www.mdpi.com/1996-1944/11/11/2121alkali-activated pastesslag contentworkabilitysettingcompressive and flexural strengthautogenous shrinkage |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Marija Nedeljković Zhenming Li Guang Ye |
spellingShingle |
Marija Nedeljković Zhenming Li Guang Ye Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content Materials alkali-activated pastes slag content workability setting compressive and flexural strength autogenous shrinkage |
author_facet |
Marija Nedeljković Zhenming Li Guang Ye |
author_sort |
Marija Nedeljković |
title |
Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content |
title_short |
Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content |
title_full |
Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content |
title_fullStr |
Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content |
title_full_unstemmed |
Setting, Strength, and Autogenous Shrinkage of Alkali-Activated Fly Ash and Slag Pastes: Effect of Slag Content |
title_sort |
setting, strength, and autogenous shrinkage of alkali-activated fly ash and slag pastes: effect of slag content |
publisher |
MDPI AG |
series |
Materials |
issn |
1996-1944 |
publishDate |
2018-10-01 |
description |
The engineering properties of alkali activated materials (AAMs) mainly depend on the constituent materials and their mixture proportions. Despite many studies on the characterization of AAMs, guidelines for mixture design of AAMs and their applications in engineering practice are not available. Extensive experimental studies are still necessary for the investigation of the role of different constituents on the properties of AAMs. This paper focuses on the development of alkali-activated fly ash (FA) and ground granulated blast furnace slag (GBFS) paste mixtures in order to determine their suitability for making concretes. In particular, the influence of the GBFS/FA ratio and liquid-to-binder (l/b) ratio on the slump, setting, strength, and autogenous shrinkage of the alkali activated pastes is studied.It is shown that fresh properties largely depend on the type of precursor (GBFS or FA). The slump and setting time of GBFS-rich pastes was significantly reduced. These pastes also have higher compressive strength than FA-rich pastes. The study identifies important practical challenges for application of the studied mixtures, such as the behavior of their flexural strength and high amplitudes of autogenous shrinkage of GBFS-rich mixtures. Finally, the optimum GBFS/FA ratio for their future use in concretes is recommended. |
topic |
alkali-activated pastes slag content workability setting compressive and flexural strength autogenous shrinkage |
url |
https://www.mdpi.com/1996-1944/11/11/2121 |
work_keys_str_mv |
AT marijanedeljkovic settingstrengthandautogenousshrinkageofalkaliactivatedflyashandslagpasteseffectofslagcontent AT zhenmingli settingstrengthandautogenousshrinkageofalkaliactivatedflyashandslagpasteseffectofslagcontent AT guangye settingstrengthandautogenousshrinkageofalkaliactivatedflyashandslagpasteseffectofslagcontent |
_version_ |
1725904472619614208 |