4.7 Article

Pervious high-calcium fly ash geopolymer concrete

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 30, Issue -, Pages 366-371

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2011.12.028

Keywords

Geopolymer binder; Pervious concrete; Fly ash; Compressive strength; Water permeability

Funding

  1. Higher Education Research Promotion and National Research University Project of Thailand
  2. Office of the Higher Education Commission, through the Advanced Functional Materials Cluster of Khon Kaen University
  3. Thailand Research Fund (TRF) [RTA5380002]

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This study evaluates the properties of pervious concrete made of high-calcium fly ash geopolymer binder. Pervious geopolymer concretes (PGCs) were prepared from lignite fly ash (FA), sodium silicate (NS), sodium hydroxide (NH) solution, and coarse aggregate. The FA to coarse aggregate ratio of 1:8 by weight, constant NS/NH ratio of 0.50, alkaline liquid/FA (L/A) ratios of 0.35, 0.40, and 0.45, and NH concentrations of 10, 15, and 20 M were the PGC mix proportions. The curing temperature of 60 degrees C for 48 h was used to activate the geopolymerization. The results showed that the high-calcium fly ash geopolymer binder could be used to produce pervious concrete with satisfactory mechanical properties. The relationships of the density-void content, compressive strength-density, and compressive strength-void content of the PGCs were derived and found to be similar to those of conventional pervious concrete. (C) 2011 Elsevier Ltd. All rights reserved.

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