Abstract

Investigating the microstructure of hardened cement mixtures with the aid of advanced technology will help the concrete industry to develop appropriate binders for durable building materials. In this paper, morphological, mineralogical and thermogravimetric analyses of autoclave-cured mixtures incorporating ground dune sand and ground granulated blast furnace slag as partial cementing materials were investigated. The microstructure analyses of hydrated products were conducted using scanning electron microscopy (SEM), energy dispersive X-ray spectroscopy (EDX), differential thermal analysis (DTA), thermo-graphic analysis (TGA) and X-ray diffraction (XRD). The SEM and EDX results demonstrated the formation of thin plate-like calcium silicate hydrate plates and a compacted microstructure. The DTA and TGA analyses revealed that the calcium hydroxide generated from the hydration binder materials was consumed during the secondary pozzolanic reaction. Residual crystalline silica was observed from the XRD analysis of all of the blended mixtures, indicating the presence of excess silica. A good correlation was observed between the compressive strength of the blended mixtures and the CaO/SiO2 ratio of the binder materials.

Highlights

  • Concrete is a composite material consisting of aggregate, water and Portland cement (PC)

  • This study aimed to investigate the microstructures of autoclave-cured products of blended cement paste mixtures that incorporate ground dune sand and ground granulated blast furnace slag as cement replacement materials

  • This paper studied the effect of autoclave curing on the microstructure properties of mixtures incorporating ground dune sand (GDS) and ground granulated blast furnace slag as a PC replacement material

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Summary

Introduction

Concrete is a composite material consisting of aggregate, water and Portland cement (PC). When PC is placed in contact with water, several chemical reactions occur (Hewlett 2003; Taylor 1997). These reactions produce many phases, such as calcium silicate hydrates (C–S–H gel), calcium hydroxide (CH or portlandite), ettringite (AFt), and monasulfomonite (AFm) (Englehardt and Peng 1995; Hewlett 2003). The socalled normal curing is conducted under a moist and ambient temperature. Under these conditions, the hydration process and strength development rate of cement paste are slow

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