Constructional backfill body (CBB) commonly faces the issue of high brittleness and low toughness. Herein, a novel approach is proposed to improve the toughness of CBB using tire-recycled steel fibers (RSF). Thus, the impact of different RSF dosages on the performance of CBB was investigated. The results showed that compared to the mixtures without RSF, the slump values of the fresh mixtures decreased by 5.49%, 12.94%, and 23.14%, respectively, when the RSF dosages were 0.5%, 1%, and 1.5%. However, the slump values of all test groups remained above 190mm, meeting the requirements for workability. The incorporation of RSF led to a decrease in uniaxial compressive strength, with the degree of decrease following the order of 1.5%, 0.5%, and 1% dosages. However, all test groups met the requirements for the strength of CBB. Toughness increased with the increase in the RSF dosage, but the toughening effect diminished with the increase in the curing age. Hydration products encapsulated RSF, and RSF of different diameters and lengths jointly inhibited the expansion of CBB cracks, which is the fundamental reason for the improvement in toughness. The geometric variability of RSF enhanced mechanical interlocking, bridging, and inlaying effects, further contributing to the toughness of CBB. Industrial test results demonstrated that throughout the entire mining process, CBB did not experience fracturing or instability, proving the feasibility of using RSF to toughen CBB. The research findings are conducive to improving underground space safety and exploring large-scale reuse pathways for waste tires.
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