Estimating strength properties of geopolymer self-compacting concrete using machine learning techniques

被引:162
作者
Awoyera, Paul O. [1 ,2 ,3 ]
Kirgiz, Mehmet S. [4 ]
Viloria, A. [5 ,6 ]
Ovallos-Gazabon, D. [7 ]
机构
[1] Covenant Univ, Dept Civil Engn, Ota, Nigeria
[2] Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam
[3] Duy Tan Univ, Fac Civil Engn, Da Nang 550000, Vietnam
[4] Instanbul Univ Cerrahpasa, TR-34320 Avcilar, Instanbul, Turkey
[5] Univ Costa, Barranquilla, Colombia
[6] Univ Peruana Ciencias Aplicadas, Lima, Peru
[7] Univ Simon Bolivar, Barranquilla, Colombia
来源
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T | 2020年 / 9卷 / 04期
关键词
Artificial neural networks; Genetic programming; Predictor; Response; Self-Compacting concrete; Geopolymers; ARTIFICIAL NEURAL-NETWORK; PREDICTING COMPRESSIVE STRENGTH; FLY-ASH; SILICA FUME; FIBER; SLAG; PERFORMANCE; BRICKS;
D O I
10.1016/j.jmrt.2020.06.008
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
There has been a persistent drive for sustainable development in the concrete industry. While there are series of encouraging experimental research outputs, yet the research field requires a standard framework for the material development. In this study, the strength characteristics of geopolymer self-compacting concrete made by addition of mineral admixtures, have been modelled with both genetic programming (GEP) and the artificial neural networks (ANN) techniques. The study adopts a 12M sodium hydroxide and sodium silicate alkaline solution of ratio to fly ash at 0.33 for geopolymer reaction. In addition to the conventional material (river sand), fly ash was partially replaced with silica fume and granulated blast furnace slag. Various properties of the concrete, filler ability and passing ability of fresh mixtures, and compressive, split-tensile and flexural strength of hardened concrete were determined. The model development involved using raw materials and fresh mix properties as predictors, and strength properties as response. Results shows that the use of the admixtures enhanced both the fresh and hardened properties of the concrete. Both GEP and ANN methods exhibited good prediction of the experimental data, with minimal errors. However, GEP models can be preferred as simple equations are developed from the process, while ANN is only a predictor. (C) 2020 The Author(s). Published by Elsevier B.V.
引用
收藏
页码:9016 / 9028
页数:13
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