High-volume basalt waste blended cements

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Large volumes of basalt waste (BSW), by-products of basalt stone crushing, are generated in large amounts, resulting in serious environmental pollution and health hazards. BSW is classified as a pozzolanic material and is suitable for use in cement-based mixes, according to ASTM C618. Considering their high-specific surface areas and SiO2 and Al2O3 contents, BSW powders can be incorporated as supplementary cementitious materials (SCMs) in concrete and precursors in alkali-activated materials (AAMs). As SCM, BSW has been studied extensively in the laboratory in the range of 0%–30% replacement of cement by mass. However, increasing the BSW content decreases the compressive strength of the mixes, increasing in carbon intensity and cost intensity. Alternatively, BSW-based AAMs can result in reduced CO2 emissions, energy consumption, and cost when used in construction components. Depending on the activator used, the main reaction product in these mixes is C-S-H gel. This chapter reviews the inherent properties and usability of BSW in construction materials, including their: (1) characteristics (physical and chemical compositions), (2) activity estimation and quality assessment, (3) properties of BSW-blended cements at both fresh and hardened stages, (4) properties of BSW-based AAMs, and (5) environmental impact and cost evaluation.
Original languageEnglish
Title of host publicationHigh-Volume Mineral Admixtures in Cementitious Binders
Subtitle of host publicationTowards Carbon-Neutral Construction
EditorsDaniel C.W. Tsang, Xiaohong Zhu
Place of PublicationLondon
PublisherWoodhead Publishing
Chapter17
Pages345-364
Number of pages20
ISBN (Electronic)9780443134999
ISBN (Print)9780443134982
DOIs
Publication statusPublished - 2025

Publication series

NameWoodhead Publishing Series in Civil and Structural Engineering
PublisherWoodhead Publishing

Keywords

  • alkali-activation
  • basalt waste
  • environmental impact
  • pozzolanic
  • supplementary cementitious materials

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