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Journal ArticleDOI

Investigation on the roles of solution-based alkali and silica in activated low-calcium fly ash and slag blends

TLDR
In this paper, the role of Si and Na in the activating solution on compressive strength, reaction kinetics, and content and phase composition of reaction products are evaluated in binders with equal mass proportions of low-calcium fly ash and slag activated with alkaline solutions containing dissolved silica.
Abstract
An evaluation of strength-gain in binders with equal mass proportions of low-calcium fly ash and slag activated with alkaline solutions containing dissolved silica is conducted. The roles of Si and Na in the activating solution on compressive strength, reaction kinetics, and content and phase composition of reaction products are evaluated. The early reactions within the activated binder are due to the dissolution and hydration of slag. In the presence of silica, there is early precipitation of calcium silicate hydrate (CSH) before the hydration of slag. Silica in the activating solution delays the primary hydration of slag. The reactivity of silica depends on the SiO2/Na2O ratio in the activating solution. A less polymerized form of silica with higher reactivity is produced at a higher Na content in the activating solution. More reactive silica form produces a more rapid early precipitation of CSH following the initial dissolution of slag. Fly ash in the binder provides additional Si and Al to the calcium aluminosilicate hydrate (CASH) formed from the slag reaction. The Na identified in the reaction products is in a water-soluble form and not chemically bound to the CASH. The Na does not contribute directly to the compressive strength. In the long-term, the content and the silica incorporation in the CASH scales with the silica content in the activating solution and it does not depend on the form of silica. Increasing the activating solution silica content results in its larger incorporation in CASH and produces compressive strength enhancement. The form of silica has a negligible effect on the dissolution of fly ash in the binder and ultimate strength achieved.

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Journal ArticleDOI

Shrinkage mitigation, strength enhancement and microstructure improvement of alkali-activated slag/fly ash binders by ultrafine waste concrete powder

TL;DR: In this article , a study about the preparation of ultrafine waste concrete powder (UWCP) and its utilization in alkali-activated slag/fly ash binders was measured.
Journal ArticleDOI

Fresh, mechanical and microstructural properties of alkali-activated composites incorporating nanomaterials: A comprehensive review

TL;DR: In this paper , nano-modified alkali-activated composites (AACs) or geopolymers have attracted attention owing to their excellent performance and modification mechanisms, and the results mostly indicated that while increasing nano-additives proportion to a certain extent improves the mechanical characteristics, including compressive, flexural, tensile, and impact strengths, incorporation beyond that amount deteriorates them.
Journal ArticleDOI

Preparation of coal gangue-slag-fly ash geopolymer grouting materials

TL;DR: In this article , a low-cost geopolymer grouting material (LCGGM), the industrial solid wastes coal gangue (CG), blast furnace slag (BFS) and fly ash (FA) were used as silica-alumina materials; desulfurized gypsum and an alkaline activator were used to supplement the ligands; and the response surface methodology (RSM) was used to design macroscopic tests of the fluidity, setting time, compressive strength and impermeability of LCGGM, and XRD, FTIR, TG-DSC and SEM-EDS were analyzed the mechanism of action.
Journal ArticleDOI

Investigation of sulfate attack on aluminum phases in cement-metakaolin paste

TL;DR: In this paper , the authors investigated the sulfate attack of various aluminate hydrate products commonly formed in metakaolin (MK) blended cement paste and the evolution of aluminate hyrate products of the cement-MK paste under sulfate attacks.
Journal ArticleDOI

Effect of Ultrafine Fly Ash and Water Glass Content on the Performance of Phosphorus Slag-Based Geopolymer

TL;DR: In this paper , a wet-grinding ultrafine fly ash-phosphorus slag (WUFA-PS)-based geopolymer was prepared and the effects of the substitution amount of WUFA and the activator dosage on the hydration properties, mechanical properties, pore structure and SEM of the WU FA-PS geopolymers were discussed in detail.
References
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Journal ArticleDOI

Geopolymers : inorganic polymeric new materials

TL;DR: In the last few years, technological progress has been made in the development of new materials such as "geopolymers" and new techniques, such as ''sol-gel'' as mentioned in this paper, opening up new applications and procedures and transforming ideas that have been taken for granted in inorganic chemistry.
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Alkali-activated fly ashes: A cement for the future

TL;DR: In this paper, the mechanism of activation of fly ash with highly alkaline solutions is described, and the product of the reaction is an amorphous aluminosilicate gel having a structure similar to that of zeolitic precursors.
Journal ArticleDOI

Carbon dioxide equivalent (CO2-e) emissions: A comparison between geopolymer and OPC cement concrete

TL;DR: In this article, the authors present the results of comprehensive carbon footprint estimates for both geopolymer and OPC concrete, including energy expending activities associated with mining and transport of raw materials, manufacturing and concrete construction.
Journal ArticleDOI

Costs and carbon emissions for geopolymer pastes in comparison to ordinary portland cement

TL;DR: In this paper, the authors examined the lifecycle cost and carbon impacts of Ordinary Portland Cement (OPC) and geopolymers in an Australian context, with an identification of some key challenges for geopolymer development.
Journal ArticleDOI

Structure of Calcium Silicate Hydrate (C‐S‐H): Near‐, Mid‐, and Far‐Infrared Spectroscopy

TL;DR: In this paper, the mid-, near-, and far-infrared (IR) spectra of synthetic, single-phase calcium silicate hydrates (C-S-H) with Ca/Si ratios (C/S) of 0.41-1.2 were analyzed.
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