Efficient soft computing techniques for the prediction of compressive strength of geopolymer concrete

被引:46
作者
Biswas, Rahul [1 ]
Bardhan, Abidhan [2 ]
Samul, Pijush [2 ]
Rai, Baboo [2 ]
Nayak, Subrata [3 ]
Armaghani, Danial Jahed [4 ]
机构
[1] Natl Inst Technol Sikkim, Dept Civil Engn, Ravangla, India
[2] Natl Inst Technol Patna, Dept Civil Engn Dept, Patna, Bihar, India
[3] ZURU Tech, Struct Engn, Ahmadabad, Gujarat, India
[4] South Ural State Univ, Inst Architecture & Construct, Dept Urban Planning Engn Networks & Syst, 76 Lenin Prospect, Chelyabinsk 454080, Russia
关键词
fly ash concrete; Gaussian process regression; genetic programming; relevance vector machine; ASH; MACHINE;
D O I
10.12989/cac.2021.28.2.221
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In the recent year, extensive researches have been done on fly ash-based geopolymer concrete for its similar properties like Portland cement as well as its environmental sustainability. However, it is difficult to provide a consistent method for geopolymer mix design because of the complexity and uncertainty of its design parameters, such as the alkaline solution concentration, mole ratio, and liquid to fly ash mass ratio. These mix-design parameters, along with the curing time and temperature ominously affect the most significant properties of the geopolymer concrete, i.e., compressive strength. To overcome these difficulties, the paper aims to provide a simple mix-design tool using artificial intelligence (AI) models. Three well-established and efficient Al techniques namely, genetic programming, relevance vector machine, and Gaussian process regression are used. Based on the performance of the developed models, it is understood that all the models have the capability to deliver higher prediction accuracies in the range of 0.9362 to 0.9905 (based on R-2 value). Among the employed models, RVM outperformed the other model with R-2 =0.9905 and RMSE=0.0218. Theodore, the developed RVM model is very potential to be a new alternative to assist engineers to save time and expenditure on account of the trial-and-error process in finding the correct design mix proportions.
引用
收藏
页码:221 / 232
页数:12
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