Abstract

The structural changes induced by accelerated carbonation in alkali-activated slag/ metakaolin (MK) cements were determined. The specimens were carbonated for 540 h in an environmental chamber with a CO2 concentration of 1.0 ± 0.2%, a temperature of 20 ± 2oC, and relative humidity of 65 ± 5 %. Accelerated carbonation led to decalcification of the main binding phase of these cements, which is an aluminium substituted calcium silicate hydrate (C-(N-)A-S-H) type gel, and the consequent formation of calcium carbonate. The sodium-rich carbonates trona (Na2CO3·NaHCO3·2H2O) and gaylussite (Na2Ca(CO3)2·5H2O) were identified in cements containing up to 10 wt.% MK as carbonation products. The formation of these carbonates is mainly associated with the chemical reaction between the CO2 and the free alkalis present in the pore solution. The structure of the carbonated cements is dominated by an aluminosilicate hydrate (N-A-S-H) type gel, independent of the MK content. The N-A-S-H type gels identified are likely to be derived both from the activation reaction of the MK, forming a low-calcium gel product which does not seem to undergo structural changes upon CO2 exposure, and the decalcification of C-(N-)A-S-H type gel. The carbonated pastes present a highly porous microstructure, more notable as the content of MK content in the cement increases, which might have a negative impact on the durability of these materials in service.

Highlights

  • Alkali-activated cements are a class of cements produced at room temperature via a chemical reaction between a poorly crystalline aluminosilicate material and a highly alkaline solution to form hardened solids, if properly formulated and cured (Provis and Bernal, 2014)

  • To further elucidate the role of the microstructural features of these carbonated binders in determining the performance of mortars and concretes produced with alkali-activated slag/MK binders, this study focusses on assessing the structural changes induced by high CO2 exposure of alkali-activated slag/MK pastes, under controlled environmental conditions, using highresolution X-ray diffraction (XRD), thermogravimetry, Fourier transform infrared (FTIR) spectroscopy, and scanning electron microscopy (SEM)

  • A sodium calcium silicate hydrate (Na2Ca2Si2O7·H2O; Powder Diffraction File (PDF) # 00-022-0891), and two aluminosilicate zeolite products, gismondine (CaAl2Si2O8·4H2O; PDF # 00-020-0452), and garronite (NaCa2.5(Si10Al6)O32·13H2O; PDF # 99-000-1300), the last of which was solely identified in specimens containing MK

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Summary

Introduction

Alkali-activated cements are a class of cements produced at room temperature via a chemical reaction between a poorly crystalline aluminosilicate material (termed the precursor) and a highly alkaline solution (the activator) to form hardened solids, if properly formulated and cured (Provis and Bernal, 2014). To further elucidate the role of the microstructural features of these carbonated binders in determining the performance of mortars and concretes produced with alkali-activated slag/MK binders, this study focusses on assessing the structural changes induced by high CO2 exposure of alkali-activated slag/MK pastes, under controlled environmental conditions, using highresolution X-ray diffraction (XRD), thermogravimetry, Fourier transform infrared (FTIR) spectroscopy, and scanning electron microscopy (SEM).

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