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Machine learning-driven multi-objective optimization of sustainable engineered cementitious composites: Balancing
Lei Cheng1, Lantian Zhou2, Zhonghao Li2
1College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, PR China.
This study explores using Municipal Solid Waste Incineration Bottom Ash (MSWIBA) in Engineered Cementitious Composites (ECC). Machine learning optimizes ECC mix design for improved mechanical properties and reduced CO2 emissions, finding a balance between strength and sustainability.
Area of Science:
- Materials Science
- Civil Engineering
- Sustainable Construction Materials
Background:
- Engineered Cementitious Composites (ECC) offer superior mechanical performance but face challenges in environmental sustainability.
- Natural sand, a key component in ECC, has environmental implications and limited availability.
- Municipal Solid Waste Incineration Bottom Ash (MSWIBA) presents a potential supplementary cementitious material for sustainable construction.
Purpose of the Study:
- To investigate the feasibility of replacing natural sand with MSWIBA in ECC mixtures.
- To enhance the mechanical properties and environmental sustainability of ECC through MSWIBA incorporation.
- To develop a Machine Learning (ML)-driven Multi-Objective Optimization (MOO) framework for sustainable ECC mix design.
Main Methods:
- Experimental testing of fifteen ECC mixtures with varying water-to-binder (W/B) ratios and MSWIBA replacement levels (0-100%).
- Development of an ML-driven MOO framework utilizing Support Vector Regression (SVR) and Ant Colony Optimization (ACO).
- Entropy Weight Method (EWM) was employed to assign weights for balancing compressive strength, tensile strength, and CO2 emissions per unit strength.
Main Results:
- MSWIBA inclusion reduced ECC flowability and strength, with compressive strength decreasing from 74.1 MPa (control) to 32.7 MPa (100% replacement).
- Optimal strain-hardening behavior (tensile strain > 2.5%) was observed at W/B=0.27 with 25%-50% MSWIBA.
- MSWIBA incorporation reduced CO2 emissions per cubic meter from 0.9665 kg/m3 to 0.8788 kg/m3.
- The ML-MOO framework identified an optimal mix (W/B=0.2526, MSWIBA=20.00%) predicting compressive strength of 61.09 MPa, tensile strength of 5.56 MPa, and CO2/fc of 0.0154 kg/(m3·MPa).
Conclusions:
- MSWIBA can be utilized as a partial replacement for natural sand in ECC, offering environmental benefits.
- A hybrid approach combining experimental testing and ML-MOO provides an effective strategy for optimizing sustainable ECC mix design.
- The developed framework recommends specific mix proportions within the investigated range for balancing mechanical performance and environmental impact.
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