Abstract

The interfacial transition zone (ITZ) is known to strongly influence the mechanical and transport properties of mortars and concretes. This paper studies the ITZ between siliceous (quartz) aggregates and alkali activated slag binders in the context of mortar specimens. Backscattered electron images (BSE) generated in an environmental scanning electron microscope (ESEM) are used to identify unreacted binder components, reaction products and porosity in the zone surrounding aggregate particles, by composition and density contrast. X-ray mapping is used to exclude the regions corresponding to the aggregates from the BSE image of the ITZ, thus enabling analysis of only the binder phases, which are segmented into binary images by grey level discrimination. A distinct yet dense ITZ region is present in the alkali-activated slag mortars, containing a reduced content of unreacted slag particles compared to the bulk binder. The elemental analysis of this region shows that it contains a (C,N)-A-S-H gel which seems to have a higher content of Na (potentially deposited through desiccation of the pore solution) and a lower content of Ca than the bulk inner and outer products forming in the main binding region. These differences are potentially important in terms of long-term concrete performance, as the absence of a highly porous interfacial transition zone region is expected to provide a positive influence on the mechanical and transport properties of alkali-activated slag concretes.

Highlights

  • The interfacial transition zone (ITZ) between aggregate and paste has long been a focus of study in Portland cement (PC) concrete

  • A distinct ITZ is visible in activated slag (AAS) mortars formulated with different sizes of sand

  • Aggregate particles induce more disturbances in the packing of slag, which gives a zone adjacent to the interface that has a deficit of the reactive solid precursor

Read more

Summary

Introduction

The interfacial transition zone (ITZ) between aggregate and paste has long been a focus of study in Portland cement (PC) concrete This zone is known to differ in chemistry and microstructure from the bulk binder phase, as the presence of aggregates introduces heterogeneity, and because the relative movement of paste and aggregate during the mixing of concrete can induce variation in the microstructure of the ITZ (Scrivener and Pratt, 1996; Wasserman and Bentur, 1996; Tasong et al, 1999; Scrivener et al, 2004; Leemann et al, 2006; Mehta and Monteiro, 2006). The thickness of this zone can increase with the size of the aggregate, due to the increased water layer in the transition zone at beginning of mixing (Xie et al, 1991; Ma and Li, 2014).

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call