Behavior of reinforced cemented tungsten tailings composites considering End-Hook, Molten-Drawn and Shear-Wave steel fibers
Source abstract
Abstract
Backfill incorporating fiber is increasingly utilized in mine fill applications, offering enhanced performance as a composite material influenced by fiber type and dosage. This study examines the impact of several sorts/dosages of steel fibers on strength characteristics of steel fiber-based cementitious tungsten tailings backfill (SFCTB). The steel fibers tested include End-Hook (EH), Molten-Drawn (MD), and Shear-Wave (SW) types, with dosages of 0.5 %, 1.0 %, 1.5 %, and 2.0 %. A control group was established, and 52 specimens were prepared for analysis. Uniaxial compressive strength (UCS) tests and SEM observations were conducted to evaluate strength and microstructural features. Results indicate that adding steel fibers at equivalent dosages enhances UCS and alters stress-strain curves' morphology. Post-fracture slopes of stress-strain curves moderated across different fiber types with identical dosages. The average peak strength of EH-2.0 %, MD-1.5 %, and SW-2.0 % shows the most significant changes, increasing by 50 %, 44 %, and 50 % respectively, with their compressive strengths reaching 1.88 MPa, 1.77 MPa, and 1.87 MPa. A quadratic relationship was observed between fiber dosage and UCS, with high R 2 values for the fitted equations. The R-squared values of the steel fiber-reinforced CTB samples (EH, MD, and SW) are 0.8352, 0.9794, and 0.9439 respectively. Increased steel fiber rate also raises the capacity required for SFCTB failure, primarily characterized by tensile damage. Steel fibers inhibit crack propagation and elongation within SFCTBs, enhancing structural integrity. Hydration yields (i.e., C–S–H gel, Aft) improve particle adhesion, internal compactness, and fill strength. This study's findings highlight how optimizing steel fiber type and dosage can enhance tungsten tailings utilization and fiber-reinforced fill performance, providing valuable theoretical guidance for the efficient application of these composite materials.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Advanced materials and composites · Innovative concrete reinforcement materials · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (57)
Show source-provided references
1. Exploring microstructure and mechanical features of coupled cementitious tail-sand concrete by partial replacement of tungsten tailings10.1016/j.psep.2024.08.100 ↗
2. Advanced monitoring of damage behavior and 3D visualization of fiber distribution in assessing crack resistance mechanisms in steel fiber-reinforced concrete
3. Innovative reinforcement: assessing strength features of waste microplastics reinforced backfills in sustainable mine waste management10.1016/j.conbuildmat.2024.139744 ↗
4. 3D geostatistical modeling and metallurgical investigation of Cu in tailings deposit: characterization and assessment of potential resources10.3390/min14090893 ↗
5. Advancing sustainable and circular mining through solid-liquid recovery of mine tailings10.1016/j.psep.2024.06.086 ↗
6. Preparation activated tailings by pH swing process: towards yielding cemented tailings backfill and in-situ CO2 mineralization10.1016/j.cemconcomp.2024.105767 ↗
7. Experimental investigation into the thermal conductivity of gangue-cemented paste backfill in mine application10.1016/j.jmrt.2021.12.123 ↗
8. From waste to resource: advanced activation techniques for tailings in sustainable cement production
9. Solidification/stabilization and leaching behavior of heavy metals in low-binder cemented tailings backfill
10. Sustainable stabilization of sulfidic mine tailings using fly ash and sodium bicarbonate: a multiscale analysis
11. A study on the performance of self-leveling mortar utilizing tungsten tailings as the aggregate10.3390/su16135545 ↗
12. Comparative and meta-analysis evaluation of non-destructive testing methods for strength assessment of cemented paste backfill: implications for sustainable pavement and concrete materials10.3390/ma18122888 ↗
13. Study on the characteristics of tungsten slag and its properties in the cement solidification system10.1007/s10163-024-02026-1 ↗
14. Review on the influence and control of sulfur-containing tailings on the strength of cemented backfill in metal mines10.3390/buildings13010051 ↗
15. Microstructure evolution and mechanical behavior of foamed cement-based tail backfills under varying fiber types and concentrations10.1007/s11356-024-34651-6 ↗
16. Additivity effect on properties of cemented ultra-fine tailings backfill containing sodium silicate and calcium chloride10.3390/min14020154 ↗
17. Improvement of fluidity and long-term strength of cemented paste backfill with low calcium fly-ash10.17491/jgsi/2024/173987 ↗
18. Enhancing flexural property and mesoscopic mechanism of cementitious tailings backfill fabricated with 3D-printed polymers10.1016/j.conbuildmat.2024.135009 ↗
19. Effects of incorporating large quantities of copper tailings with various particle sizes on the strength and pore structure of cement-based materials10.1016/j.conbuildmat.2022.127150 ↗
20. Investigation of the dynamic mechanical properties and damage mechanisms of fiber-reinforced cemented tailing backfill under triaxial split-Hopkinson pressure bar testing10.1016/j.jmrt.2023.09.236 ↗
21. Size effect and damage mechanisms in cementitious tungsten tailing backfill materials with varying hydroxypropyl methyl cellulose dosages
22. A study on the mechanical properties and hydration process of slag cemented ultrafine tailings paste backfill10.3390/su16083143 ↗
23. Multi-fiber reinforced ettringite-based composites from industrial side stream10.1016/j.jclepro.2018.11.241 ↗
24. Red mud additive effect on fluidity, strength features and microstructure of viable geo-polymer grouting materials
25. Influence of structural factors on uniaxial compressive strength of cemented tailings backfill10.1016/j.conbuildmat.2018.04.126 ↗
26. Improvement of tailings gradation on workability and strength of cemented tailings backfill10.1016/j.conbuildmat.2023.131633 ↗
27. Machine learning prediction of fiber pull-out and bond-slip in fiber-reinforced cementitious composites
28. Editorial for special issue “Metallurgy waste used for backfilling materials”10.3390/min15060598 ↗
29. Cracking behavior in reinforced concrete members with steel fibers: a comprehensive experimental study10.1016/j.cemconres.2014.10.011 ↗
30. Calibration patterns for predicting residual strengths of steel fibre reinforced concrete (SFRC)
31. Combined effects of steel fiber and coarse aggregate size on the compressive and flexural toughness of high-strength concrete10.1016/j.compstruct.2017.11.009 ↗
32. The influence of multi-size basalt fiber on cemented paste backfill mechanical properties and meso-structure characteristics10.3390/min13091215 ↗
33. Research on fracture behavior and reinforcement mechanism of fiber-reinforced locally layered backfill: experiments and models10.1016/j.conbuildmat.2022.130186 ↗
34. Flexural behaviour of geopolymer concrete beams with hybrid natural–synthetic fibre reinforcement10.1680/jmacr.23.00343 ↗
35. Flexural behavior of fiber reinforced cemented tailings backfill under three-point bending10.1109/ACCESS.2019.2943479 ↗
36. Behaviour of hybrid steel fibre reinforced self compacting concrete using innovative hooked-end steel fibres under tensile stress10.1016/j.conbuildmat.2018.12.067 ↗
37. Mechanical properties of glass fiber reinforced ceramic concrete10.1016/j.conbuildmat.2013.10.046 ↗
38. Hydrological response and crack resistance of polypropylene-fiber reinforced compacted steel slag-bentonite mixtures under wetting-drying cycles10.1016/j.wasman.2024.07.019 ↗
39. Reinforcement effect of polypropylene fiber on dynamic properties of cemented tailings backfill under SHPB impact loading10.1016/j.conbuildmat.2021.122417 ↗
40. Effect of shrinkage reducing agent on pullout resistance of high-strength steel fibers embedded in ultra-high-performance concrete10.1016/j.cemconcomp.2013.12.012 ↗
41. Thermal effect on bearing behavior and instability of coal-backfill composites10.1016/j.compstruct.2025.119447 ↗
42. Mechanical performance of novel cement-based composites prepared with nano-fibres, and hybrid nano- and micro-fibres10.1016/j.compstruct.2017.06.045 ↗
43. Experimental and analytical investigation of fracture characteristics of steel fiber-reinforced recycled aggregate concrete10.1186/s40069-023-00637-w ↗
44. Improving reinforcement efficiency of aligned steel fibre on cement-based composites by hybridizing polypropylene fibre
45. Flexural toughness and calculation model of super-fine stainless wire reinforced reactive powder concrete10.1016/j.cemconcomp.2019.103367 ↗
46. Effect of steel fiber orientation on punching shear resistance of steel fiber reinforced cementitious composites round slabs
47. Bonding mechanisms and strength of steel fiber-reinforced cementitious composites: overview10.1061/(ASCE)MT.1943-5533.0002154 ↗
48. Achieving superior mechanical performance in one-part geopolymer composites through innovative hybrid fiber systems of recycled steel and PVA fibers10.1016/j.jmrt.2024.08.002 ↗
49. Effect of magnetic induction intensity and steel fiber rate on strength improvement of cementitious filling composites10.1016/j.conbuildmat.2024.136417 ↗
50. Anchorage effects of various steel fibre architectures for concrete reinforcement10.1007/s40069-016-0148-5 ↗
51. Enhancing the tensile performance of ultra-high-performance concrete through novel curvilinear steel fibers10.1016/j.jmrt.2020.05.072 ↗
52. Experimental investigation on sing fiber pullout behaviour on steel fiber-matrix of reactive powder concrete (RPC)10.1016/j.conbuildmat.2021.125899 ↗
53. Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles10.1016/j.conbuildmat.2018.10.067 ↗
54. Influence of steel fiber type on mechanical properties of basalt fiber concrete
55. Uniaxial tensile stress-strain constitutive relationship of 3D/4D/5D steel fiber-reinforced concrete10.1016/j.conbuildmat.2025.140539 ↗
56. Effect of content of defluorinated solid waste on macroscopic strength and microstructural evolution of cemented tail filling composites10.1016/j.conbuildmat.2024.136921 ↗
57. Influence of alkaline agents with different contents on strength features, energy dissipation and microscopic behavior of cement-based high-sulfur tailings fill10.1016/j.powtec.2024.120042 ↗