复合改良剂对石墨尾矿基质土土-水特征影响机制

Mechanism of influence of composite amendments on soil-water characteristics of graphite tailings matrix soil

  • 摘要: 针对石墨尾矿砂(GT)在工程及生态修复中结构松散、持水能力极差的缺陷,本研究提出生物质纤维(BF)、聚丙烯酰胺(PAM)与硅藻土(DE)协同的复合改性思路。通过正交试验确定复合改良剂最优配比,利用接触式滤纸法测定不同干密度、不同粒径石墨尾矿基质土(GTMS)的土-水特征,结合扫描电镜(SEM)与PCAS技术揭示其微观孔隙重构机制,并采用Van Genuchten(VG)模型拟合分析水力学演变特征。研究结果表明:当改良剂掺量为4%BF、0.16%PAM、1.5%DE时,GTMS持水性能达局部最优;干密度由1.40 g/cm3增至1.70 g/cm3,进气值由2.77 kPa大幅提升至10.20 kPa;随粒径减小,饱和体积含水率由48.48%逐步增至56.06%,持水能力显著提升。微观机制显示,复合改良剂通过凝胶包裹与纤维网架,发挥了纤维物理支撑、界面凝胶交联与矿物微孔充填的多相协同重构效应,推动GT由单粒结构向致密团聚体结构转变。VG模型验证了微观孔隙优化驱动的宏观屏障机制,孔隙密实化促使表征最大孔隙特征的进气值大幅提升,水分突破孔隙所需的能量阈值显著提高,且模型参数(nα)演化规律与微观表面孔隙率高度吻合。研究成果表明,复合改良剂的协同作用可显著提升GT的持水性能,为BF-PAM-DE复合体系在GTMS重构及矿区生态修复中的应用提供理论依据与实践参考。

     

    Abstract: Aiming at the defects of loose structure and extremely poor water retention capacity of graphite tailings (GT) in engineering and ecological restoration, a composite modification approach integrating biomass fiber (BF), polyacrylamide (PAM), and diatomite (DE) is proposed in this study. The optimal proportion of the composite modifier was determined through orthogonal experiments. The soil-water characteristics of the graphite tailings matrix soil (GTMS) under different dry densities and particle sizes were evaluated using the contact filter paper method. Furthermore, the microscopic pore reconstruction mechanism was revealed by combining scanning electron microscopy (SEM) and PCAS technology, and the hydraulic evolution characteristics were fitted and analyzed using the Van Genuchten (VG) model. The results indicate that the water retention performance of the GTMS reaches a local optimum at a modifier dosage of 4% BF, 0.16% PAM, and 1.5% DE. As the dry density increases from 1.40 g/cm3 to 1.70 g/cm3, the air-entry value rises significantly from 2.77 kPa to 10.20 kPa. With the decrease in particle size, the saturated volumetric water content gradually increases from 48.48% to 56.06%, exhibiting a remarkable enhancement in water retention capacity. Microscopic analysis reveals that through gel encapsulation and the fiber network, the composite modifier exerts a multiphase synergistic reconstruction effect—specifically, physical fiber support, interfacial gel cross-linking, and mineral micropore filling—which drives the transformation of GT from a single-grain structure to a dense aggregate structure. The VG model verifies the macroscopic barrier mechanism driven by microscopic pore optimization: pore densification leads to a substantial increase in the air-entry value characterizing the maximum pore feature, thereby significantly elevating the energy threshold required for water to break through the pores. Moreover, the evolution laws of the model parameters (n and α) are highly consistent with the microscopic surface porosity. The research findings demonstrate that the composite modification can significantly improve the water retention performance of GT, providing a theoretical basis and practical reference for the application of the BF-PAM-DE composite system in GTMS reconstruction and ecological restoration of mining areas.

     

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