Reverse design for mixture proportions of recycled brick aggregate concrete using machine learning-based meta-heuristic algorithm: A multi-objective driven study

Construction and Demolition Wastes (CDW) have a significant impact on global waste streams. Brick waste stands out as a prominent type of CDW, and numerous studies have explored its recycling for the creation of environmentally-friendly concrete. Reverse design of recycled brick aggregate concrete (RBAC) mixture proportion is presented in this paper with a focus on four key objectives, that is: compressive strength, cost, and environmental elements (i.e., energy consumption and carbon emission). Based on compiled experimental datasets of 374 samples, the back propagation neural network (BP), random forest (RF), and four meta-heuristic algorithm optimization models were constructed to achieve the desired compressive strength objective. In all machine learning (ML) methods, the compressive strength of RBAC can be predicted with high accuracy, with the SSA-BP (optimized back propagation neural network model using the sparrow search algorithm) model achieving superior results (i.e., NSE=0.91, RPD=3.2). The SSA-BP is therefore used as the objective function for compressive strength. The economic objective is primarily influenced by material costs, and the objective functions of energy consumption and carbon emission are determined by various aspects of production, transportation, and their mixing processes. In order to obtain the optimal RBAC design, the Non-Dominated Sorting Genetic Algorithm (NSGA-III) was implemented considering imperative constraints. Results indicate that cement amount and recycled brick aggregate (RBA)-to-natural aggregate proportion have a positive impact on the compressive strength. The suggested design framework allows for the creation of RBAC composite designs with varying levels of RBA substitution rates and strength targets, providing valuable guidance for tackling the CDW challenge and optimizing RBA usage. • Experimental datasets of 374 samples containing the mixture proportions and compressive strength of recycled brick aggregate concrete were collected and compiled. • Back propagation neural network, random forest, and four meta-heuristic algorithm optimization models were constructed to achieve the desired objective of compressive strength. • Reverse design for mixture proportions of recycled brick aggregate concrete from the perspective of compressive strength, economy and environmental elements was conducted.

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Publication Details

Journal
Journal of CO2 Utilization
Published
2024-10-01
DOI
https://doi.org/10.1016/j.jcou.2024.102944
Citations
34
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
9.02

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article

Reverse design for mixture proportions of recycled brick aggregate concrete using machine learning-based meta-heuristic algorithm: A multi-objective driven study

Yong Yu, Yuhan Wang, Zhe Zhang, Shuyuan Zhang et al.
34 citations
Journal of CO2 Utilization
Recycled Aggregate Concrete Performance
9.02
article

Reverse design for mixture proportions of recycled brick aggregate concrete using machine learning-based meta-heuristic algorithm: A multi-objective driven study

Yong Yu, Yuhan Wang, Zhe Zhang, Shuyuan Zhang, Jinjun Xu
article en
34 citations

Abstract

Construction and Demolition Wastes (CDW) have a significant impact on global waste streams. Brick waste stands out as a prominent type of CDW, and numerous studies have explored its recycling for the creation of environmentally-friendly concrete. Reverse design of recycled brick aggregate concrete (RBAC) mixture proportion is presented in this paper with a focus on four key objectives, that is: compressive strength, cost, and environmental elements (i.e., energy consumption and carbon emission). Based on compiled experimental datasets of 374 samples, the back propagation neural network (BP), random forest (RF), and four meta-heuristic algorithm optimization models were constructed to achieve the desired compressive strength objective. In all machine learning (ML) methods, the compressive strength of RBAC can be predicted with high accuracy, with the SSA-BP (optimized back propagation neural network model using the sparrow search algorithm) model achieving superior results (i.e., NSE=0.91, RPD=3.2). The SSA-BP is therefore used as the objective function for compressive strength. The economic objective is primarily influenced by material costs, and the objective functions of energy consumption and carbon emission are determined by various aspects of production, transportation, and their mixing processes. In order to obtain the optimal RBAC design, the Non-Dominated Sorting Genetic Algorithm (NSGA-III) was implemented considering imperative constraints. Results indicate that cement amount and recycled brick aggregate (RBA)-to-natural aggregate proportion have a positive impact on the compressive strength. The suggested design framework allows for the creation of RBAC composite designs with varying levels of RBA substitution rates and strength targets, providing valuable guidance for tackling the CDW challenge and optimizing RBA usage. • Experimental datasets of 374 samples containing the mixture proportions and compressive strength of recycled brick aggregate concrete were collected and compiled. • Back propagation neural network, random forest, and four meta-heuristic algorithm optimization models were constructed to achieve the desired objective of compressive strength. • Reverse design for mixture proportions of recycled brick aggregate concrete from the perspective of compressive strength, economy and environmental elements was conducted.

Journal of CO2 UtilizationVol. 88
Nanjing Tech University (CN), Guangzhou Maritime College (CN), Wuhan Third Hospital (CN), Puer University (CN), China State Construction Engineering (China) (CN), Chinese Society of Theoretical and Applied Mechanics (CN)
National Natural Science Foundation of China
Sustainable cities and communities
Openalex Percentile: Top 1%
Recycled Aggregate Concrete Performance
9.02
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