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用于可持续建筑的地质聚合物和混合水泥砂浆的强度、孔隙率及生命周期分析

Strength, porosity and life cycle analysis of geopolymer and hybrid cement mortars for sustainable construction.

作者信息

Raza Muhammad Huzaifa, Khan Mahram, Zhong Ray Y

机构信息

Department of Industrial and Manufacturing Systems Engineering, The University of Hong Kong, Hong Kong.

Department of Civil Engineering, The University of Hong Kong, Hong Kong.

出版信息

Sci Total Environ. 2024 Jan 10;907:167839. doi: 10.1016/j.scitotenv.2023.167839. Epub 2023 Oct 19.

Abstract

Owing to the application of industrial wastes, geopolymers are generally regarded as a sustainable alternative to traditional construction materials. However, their lack of adoption on the industrial scale demands detailed investigations. This study conducts a comparative analysis of the compressive strength of different geopolymer and hybrid cement mortars with varying proportions of sodium hydroxide (from 5 to 25 wt%) and ordinary Portland cement (OPC) (from 15 to 35 wt%), respectively. The porosity of all designed mixtures was also analyzed using X-ray computed tomography (XCT) and water absorption tests. ReCiPe 2016 Midpoint (H) method was used for the Life cycle analysis of the geopolymer and hybrid cement mortars. Multi-criteria decision making (MCDM) approach was used to assess the sustainability potential of the designed mixtures based on compressive strength, porosity and overall environmental impact. Experimental results revealed that the increase in sodium hydroxide in geopolymer mortars up to 15 wt% offered its maximum compressive strength. Superior compressive strength was obtained at 35 wt% of OPC in hybrid cement mortars due to the formation of more C-S-H, C-A-S-H and N-A-S-H gels which fill up the voids and pores. Analysis of the macro and micro-porosity revealed that hybrid cement mortars yield denser structure than geopolymer mortars. Life cycle analysis based on 8 distinct impact categories showed that hybrid cement mortars outperform the geopolymers in all impact categories except 'mineral resource scarcity'. However, the overall environmental impact assessment using the 'coefficient of performance' depicts that hybrid cement mortars offer a significantly lower environmental burden than geopolymers. MCDM analysis shows that hybrid cement mortar with 5 wt% of sodium hydroxide and 35 wt% of OPC is the best choice for construction applications. This idea of sustainable hybrid cement mortar will be helpful for the construction industry to limit the environmental impact without compromising their structural performance.

摘要

由于工业废料的应用,地质聚合物通常被视为传统建筑材料的可持续替代品。然而,它们在工业规模上未被采用需要进行详细研究。本研究对不同地质聚合物和混合水泥砂浆的抗压强度进行了比较分析,这些砂浆分别含有不同比例的氢氧化钠(5至25重量%)和普通硅酸盐水泥(OPC)(15至35重量%)。还使用X射线计算机断层扫描(XCT)和吸水率测试分析了所有设计混合物的孔隙率。采用ReCiPe 2016中点(H)方法对地质聚合物和混合水泥砂浆进行生命周期分析。多准则决策(MCDM)方法用于根据抗压强度、孔隙率和整体环境影响评估设计混合物的可持续潜力。实验结果表明,地质聚合物砂浆中氢氧化钠含量增加到15重量%时,其抗压强度达到最大值,混合水泥砂浆中OPC含量为35重量%时,由于形成了更多填充孔隙和孔洞的C-S-H、C-A-S-H和N-A-S-H凝胶,从而获得了更高的抗压强度。宏观和微观孔隙率分析表明,混合水泥砂浆的结构比地质聚合物砂浆更致密。基于8个不同影响类别的生命周期分析表明,除了“矿产资源稀缺”外,混合水泥砂浆在所有影响类别上均优于地质聚合物。然而,使用“性能系数”进行的整体环境影响评估表明,混合水泥砂浆的环境负担明显低于地质聚合物。MCDM分析表明,含5重量%氢氧化钠和35重量%OPC的混合水泥砂浆是建筑应用的最佳选择。这种可持续混合水泥砂浆的理念将有助于建筑业在不影响其结构性能的情况下限制环境影响。

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