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电子、玻璃和陶瓷废料混合混凝土的力学性能试验研究及多目标优化

Experimental investigation of mechanical properties and multi-objective optimization of electronic, glass, and ceramic waste-mixed concrete.

机构信息

Department of Science and Humanities, RMK Engineering College, Thiruvallur district, Tamil, Nadu, 601206, India.

Department of Electronics and Instrumentation Engineering, B.S.A Crescent Institute of Science and Technology, Chennai, Tamil Nadu, 600048, India.

出版信息

Environ Sci Pollut Res Int. 2024 Oct;31(46):57158-57176. doi: 10.1007/s11356-024-33751-7. Epub 2024 May 28.

DOI:10.1007/s11356-024-33751-7
PMID:38806982
Abstract

The utilization of waste from various sources plays an important role in minimizing environmental pollution and civil construction costs. In this research, the mechanical properties of concrete were studied by mixing electronic waste (EW), glass powder (GW), and ceramic tile waste (CW). The effects of weight percentages of EW, GW, and CW are considered to investigate improvements in mechanical properties such as compressive strength (CS), split tensile strength (STS), and flexural strength (FS) of concrete. Taguchi analysis has been applied to predict the optimum composition of waste mixing percentages. The Multi-Objective Optimization Ratio Analysis (MOORA) techniques are applied to estimate the optimum composition of mixing wastes for maximizing the CS, STS, and FS of concrete. It was observed that 10 wt.% of EW, 15 wt.% of GW, and 30 wt.% of CW are predicted as the optimal mixing combinations to obtain a maximum compressive strength of 48.763 MPa, a split tensile strength of 4.178 MPa, and a flexural strength of 7.737 MPa, respectively. Finally, the predicted optimum waste-mixed weight percentages were used to examine the microstructure and various elements in the concrete using SEM and XRD analysis. When compared to conventional concrete, the optimum waste-mixed concrete has improved its compressive strength (38.453%), split tensile strength (41.149%), and flexural strength (36.215%).

摘要

从各种来源利用废物在最大限度地减少环境污染和降低土木工程成本方面发挥着重要作用。在这项研究中,通过混合电子废物(EW)、玻璃粉(GW)和瓷砖废物(CW)来研究混凝土的力学性能。考虑了 EW、GW 和 CW 的重量百分比的影响,以研究改善混凝土的抗压强度(CS)、劈裂拉伸强度(STS)和弯曲强度(FS)等力学性能。采用田口分析来预测废物混合百分比的最佳组成。应用多目标优化比率分析(MOORA)技术来估算混合废物的最佳组成,以最大化混凝土的 CS、STS 和 FS。结果表明,预测最佳的混合比例为 10 wt.%的 EW、15 wt.%的 GW 和 30 wt.%的 CW,可获得最大抗压强度 48.763 MPa、劈裂拉伸强度 4.178 MPa 和弯曲强度 7.737 MPa。最后,使用预测的最佳废混重量百分比,使用 SEM 和 XRD 分析来检查混凝土的微观结构和各种元素。与传统混凝土相比,最佳废混混凝土提高了其抗压强度(38.453%)、劈裂拉伸强度(41.149%)和弯曲强度(36.215%)。

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