Regional metakaolin particle size reduction for higher strength geopolymer

Author:

Sa Ribeiro Ruy A.12ORCID,Sa Ribeiro Marilene G.123ORCID,Keane Patrick F.4ORCID,Sardela Mauro R.5,Sa Ribeiro Pamela J.1,Kriven Waltraud M.2ORCID

Affiliation:

1. Green Building and Engineering Laboratory National Institute for Amazonian Research Manaus AM Brazil

2. Department of Materials Science and Engineering University of Illinois at Urbana‐Champaign Illinois USA

3. Biodiversity and Biotechnology Bionorte Network Manaus Amazonas Brazil

4. Future Industries Institute University of South Australia Mawson Lakes South Australia Australia

5. Materials Research Laboratory University of Illinois at Urbana‐Champaign Illinois USA

Abstract

AbstractThe objective of this project was to further develop new composites and a testing program for the performance‐based specification for natural Amazonian geopolymer (GP) for use in ceramics and construction. While fly ash‐based alkali activated materials are now an established technology, metakaolin‐based GPs still need to be developed and optimized regarding the knowledge of the specific characteristics and properties of local resources. Amazonian kaolin was calcined into metakaolin (AMK). AMK particle size reduction for better reactive material was evaluated by means of dry and wet ball milling and sieving. Three types of metakaolin were analyzed for particle size distribution, and their size d50 ranged from 7.9 to 2.8 µm. Further GP characterization followed physical and mechanical properties in flexural strength tests. In addition, scanning electron microscopy and energy dispersive spectroscopy were used to investigate the microstructure of the materials. Energy dispersive X‐ray fluorescence was used to measure the GP material composition. Analysis of the results revealed that the strength and stiffness of sodium–metakaolin‐based GP were inversely proportional to particle size. All distinct particle size GPs showed, in general, some increase in strength and stiffness within curing times ranging from 3 to 28 days.

Funder

U.S. Army Corps of Engineers

Publisher

Wiley

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