4.7 Article

Design of fly ash geopolymer concrete mix proportions using Multivariate Adaptive Regression Spline model

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 166, Issue -, Pages 472-481

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.01.175

Keywords

Fly ash; Geopolymer concrete; Multivariate Adaptive Regression Spline model; Mix design; Compressive strength

Funding

  1. Australian Government

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Many research studies have been conducted during recent years on the topic of geopolymer materials based on the engineering performance of the concrete. What has been missing is the combination of this research in a way that would provide a simple to use design tool for geopolymer concrete as a replacement to concrete based on Portland Cement. This research paper addresses this requirement for developing a standard mix design method for Class F, low calcium fly ash based geopolymer concrete using Multivariate Adaptive Regression Spline (MARS) model. Published geopolymer concrete research data was combined into a database and analysed to give the ratios of water/solid, alkaline activator/fly ash, Na2SiO3/NaOH, and NaOH molarity. Targeted compressive strengths ranging from 30 MPa to 55 MPa at 28 days were achieved with laboratory experiments, using the proposed MARS mix design methodology. Thus, this tool has the capability to provide a novel approach for the design of geopolymer concrete mixes to achieve the desired compressive strength appropriate for the construction requirement. (C) 2018 Elsevier Ltd. All rights reserved.

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