纤维-橡胶改良固废基充填体力学性能及耐久性能研究

Study on the mechanical properties and durability of fiber-rubber improved solid waste-based filling

  • 摘要: 为了促进工业固体废弃物的资源化利用,本研究以水玻璃和NaOH为复合激发剂,石灰石粉(LP)、矿渣(GGBS)和粉煤灰(FA)为胶凝材料,煤矸石(CG)为集料,制备了一种新型充填材料(ABC)。探究了不同水玻璃模数、聚丙烯纤维(PP)含量和改性废弃轮胎橡胶颗粒(GTR)替代率对ABC工作性、无侧限抗压强度(UCS)、峰值应变和损伤特征的影响,确定了材料最佳掺配比例(A3B2C2)。并探讨了A3B2C2和A3B0C0在干湿循环下硫酸盐侵蚀的外观变化、质量损失率、UCS损失率,同时结合X射线衍射(XRD)、热重(TG)、汞注入孔隙率(MIP)和扫描电镜(SEM)对ABC进行了微观表征。结果表明:(1)A3B2C2材料具有最高的UCS(7.12MPa),而峰值应变最高的为A3B2C4(1.92 mm)。(2)PP在基体内部为充填体提供水平上的拉应力,而GTR在竖向放向上传递和分散荷载,两者的复合使用增加了充填体的次生裂纹数量,充填体的破坏模式由拉伸破坏转变为拉伸-剪切破坏。(3)在90 d的侵蚀周期下,A3B2C2和A3B0C0仍保持基本形状,均有大量集料暴露,A3B2C2和A3B0C0的质量损失率分别为8.84%和6.29%,UCS下降了43.65%和35.57%,PP和GTR的联合使用显著增强了充填体的抗侵蚀能力。(4)侵蚀产物包括钙矾石(Ca6Al2(SO4)3(OH)12·26H2O)和石膏(CaSO4·2H2O),经硫酸盐侵蚀后,PP和GTR对基体的增韧阻裂效果降低,但抗劣化优势仍显著大于对照组。本研究为纤维-橡胶改良固废基充填体在实际工程中的应用提供了理论依据。

     

    Abstract: To promote the resource utilization of industrial solid wastes, this study utilized a composite activator consisting of water glass and NaOH, with limestone powder (LP), ground granulated blast furnace slag (GGBS), and fly ash (FA) as cementitious materials, and coal gangue (CG) as aggregate, to prepare a novel backfill material termed ABC. The effects of different water glass modulus, polypropylene fiber (PP) content, and modified waste tire rubber particle (GTR) replacement rate on the workability, unconfined compressive strength (UCS), peak strain, and damage characteristics of ABC were investigated, and the optimal mixing proportions (A3B2C2) were determined. Furthermore, the appearance changes, mass loss rate, and UCS loss rate of A3B2C2 and A3B0C0 under dry-wet cycles with sulfate attack were explored, along with micro-characterization of ABC using X-ray diffraction (XRD), thermogravimetric analysis (TG), mercury intrusion porosimetry (MIP), and scanning electron microscopy (SEM). The results indicate that: (1) The A3B2C2 material exhibited the highest UCS (7.12 MPa), while the highest peak strain was observed in the A3B2C4 (1.92 mm). (2) PP provided horizontal tensile stress within the matrix, while GTR transferred and dispersed vertical loads, and the combined use of both increased the number of secondary cracks in the backfill, transitioning the failure mode from tensile to tensile-shear failure. (3) After 90 days of erosion cycles, both A3B2C2 and A3B0C0 maintained their basic shapes with a significant number of aggregates exposed; the mass loss rates were 8.84% and 6.29% for A3B2C2 and A3B0C0, respectively, and the UCS decreased by 43.65% and 35.57%, respectively. The joint use of PP and GTR significantly enhanced the erosion resistance of the backfill. (4) The erosion products included calcium sulfate hexahydrate (Ca6Al2(SO4)3(OH)12·26H2O) and gypsum (CaSO4·2H2O). After sulfate attack, the toughening and crack resistance effect of PP and GTR on the matrix decreased, but their advantage in resisting degradation remained significantly greater than that of the control group. This research provides a theoretical basis for the practical application of fiber-rubber modified waste-based backfill materials in engineering projects.

     

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