School of Civil and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou Jiangxi, 341000, China.
Solids Waste and Chemicals Management Center, Ministry of Ecology and Environment, Beijing, 100029, China.
Environ Sci Pollut Res Int. 2023 Mar;30(13):37449-37461. doi: 10.1007/s11356-022-24830-8. Epub 2022 Dec 27.
For improving the utilization rate of tailings and the safety of cemented tailings backfill (CTB) as earthwork materials, the influence of three types of fibers (e.g., glass, polyacrylonitrile and mixture fibers of both) on compressive toughness and damage of early age CTB was studied. An equation for quantitative analysis of compressive toughness of fiber-reinforced CTB was established. An uniaxial compression test was carried out to monitor the damage acoustic emission (AE) activities of CTB during the loading process. Then, the microstructure of CTB after uniaxial compression test was observed by scanning electron microscope (SEM). The results indicated that mixed fiber has the most comprehensive reinforcement effect on compressive toughness and peak load of CTB. Three fibers inhibited the crack development rate of CTB, glass fiber mainly absorbed axial strain energy of CTB before peak load, while polyacrylonitrile fiber mainly absorbed fracture energy generated during the crack development of CTB after peak load, mixed fiber combined their advantages. The AE activities of three fiber-reinforced CTB samples are much stronger than those of non-reinforced CTB samples in the loading process, and these are no "quiet period" of AE activities. Three fibers all improved the durability of CTB in the damage process, and the damage process of mixed fiber-reinforced CTB is the most stable and showed an approximate linear growth trend. Polyacrylonitrile fiber has a strong resistance to crack after the peak load of CTB because of its ellipsoid part on the surface. As a result, this study can provide a theoretical reference for construction units to use fiber-reinforced CTB for engineering applications and filling work.
为了提高尾矿的利用率和胶结尾矿充填料(CTB)作为土工材料的安全性,研究了三种纤维(如玻璃纤维、聚丙烯腈纤维和两者的混合纤维)对早期 CTB 抗压韧性和损伤的影响。建立了纤维增强 CTB 抗压韧性定量分析的方程。进行了单轴压缩试验,以监测 CTB 在加载过程中的损伤声发射(AE)活动。然后,通过扫描电子显微镜(SEM)观察 CTB 单轴压缩后的微观结构。结果表明,混合纤维对 CTB 的抗压韧性和峰值荷载具有最全面的增强效果。三种纤维抑制了 CTB 的裂纹发展速率,玻璃纤维主要在峰值荷载前吸收 CTB 的轴向应变能,而聚丙烯腈纤维主要在峰值荷载后 CTB 裂纹发展过程中吸收断裂能,混合纤维则结合了它们的优势。在加载过程中,三种纤维增强 CTB 样品的 AE 活动比非增强 CTB 样品强得多,且没有 AE 活动的“安静期”。三种纤维均提高了 CTB 在损伤过程中的耐久性,且混合纤维增强 CTB 的损伤过程最稳定,呈近似线性增长趋势。聚丙烯腈纤维由于表面的椭圆形部分,在 CTB 达到峰值荷载后具有很强的抗裂能力。因此,本研究可为施工单位将纤维增强 CTB 应用于工程应用和填充工作提供理论参考。