碱激发模数对含膨润土盾构分离细砂地聚物固化体性能影响及机制

Effect of Alkali Activation Modulus on the Performance and Mechanism of Geopolymer-stabilized Bentonite-containing Shield-Separated Fine Sand

  • 摘要: 泥水盾构施工产生的大量渣泥中,经分离得到的细砂常存在含泥量超标的问题,亟须研发适配高含泥细砂骨料的低成本资源化利用技术。以深圳市盾构工程产生的高含泥分离细砂为研究对象,在胶砂比为1∶3、水胶比为1∶2的固定配比条件下,系统研究膨润土掺量(0~10%)及碱激发模数(1.2、1.6、2.0)对地聚物固化体工作性能的影响规律。结果表明,膨润土会显著降低地聚物固化体的流动性,当掺量超过5%时地聚物固化体基本丧失流动性,但在1.2~1.6模数区间内,适量膨润土(2.5%~5%)可提高抗压强度和抗折强度;而模数为2.0时,膨润土的掺入会大幅度降低其强度。核磁共振(NMR)、扫描电镜(SEM)、X射线衍射(XRD)及傅里叶变换红外光谱(FTIR)分析表明,适量膨润土在碱性环境下部分溶解,释放额外的Si、Al组分,促进C-(A)-S-H凝胶生成并使凝胶结构更致密,进而提高强度;过量膨润土会吸附OH,抑制矿渣溶解,减少凝胶产物生成,同时诱导生成疏松多孔的N-(A)-S-H凝胶,导致孔隙率上升、强度下降。研究证实,高含泥盾构细砂可采用低模数碱激发实现资源化,适用于对流动性要求不高但需一定强度要求的场合,如路基填筑、预制块体及干硬性混凝土制品,为盾构渣土减量化与低碳利用提供了可行技术途径。

     

    Abstract: A large amount of sand separated from slurry shield tunneling spoil often contains clay fines exceeding specification limits, necessitating the development of low-cost valorization approaches for such high-clay aggregates. This study investigates geopolymer-solidified materials prepared using high-clay separated fine sand derived from shield tunneling projects in Shenzhen. Under fixed mix proportions with a binder-to-sand ratio of 1∶3 and a water-to-binder ratio of 1∶2, the effects of bentonite content (0%~10%) and alkali activation modulus (1.2, 1.6, and 2.0) on the workability of the geopolymer-solidified materials were systematically examined. The results show that bentonite significantly reduces the fluidity of the geopolymer mixtures, and the fluidity is almost completely lost when the bentonite content exceeds 5%. However, within the modulus range of 1.2~1.6, an appropriate amount of bentonite (2.5%~5%) enhances both compressive strength and flexural strength, whereas at a higher modulus of 2.0, the addition of bentonite leads to a substantial reduction in strength. Analyses by nuclear magnetic resonance (NMR), scanning electron microscopy (SEM), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FTIR) reveal that a moderate amount of bentonite partially dissolves under alkaline conditions, releasing additional Si and Al components, promoting the formation of C-(A)-S-H gel, and making the gel structure denser, thereby improving strength. Excessive bentonite adsorbs OH-, inhibits slag dissolution, reduces gel formation, and induces the formation of a loose and porous N-(A)-S-H gel, leading to increased porosity and decreased strength. This study confirms that high-clay shield fine sand can be effectively valorized by low-modulus alkali activation, making it suitable for applications with low fluidity requirements but certain strength demands, such as roadbed filling, precast blocks, and dry-hard concrete products, providing a feasible technical approach for the reduction and low-carbon utilization of shield tunnel slurry waste.

     

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