Energy absorption capacity of cable bolts under impact loading for the stability of underground excavations
- Proceedings
- EUROCK 2026
- Pages
- 1047-1055
- Submitted
- 28 January 2026
- Accepted
- 15 June 2026
- Published
- 12 August 2026
Summary
Abstract
Underground mining and tunnelling operations face major safety risks from dynamic events such as rockbursts. In this regard, cable bolts are essential reinforcement elements, yet their behaviour under impact loading, especially for high‑strength designs, remains insufficiently understood. This study examined the pull‑out performance of high‑strength cable bolts using controlled laboratory impact tests. A Reverse Pull-out Test Machine (RPTM) integrated with a drop hammer system was used, enabling direct measurement of axial load and displacement at the cable bolt for precise energy evaluation. Tests were performed on 70‑t SUMO bulbed and non‑bulbed cable bolts with a 300 mm encapsulation length, each subjected to an impact energy of 14.52 kJ. The results show that non‑bulbed cable bolts absorbed more energy (average 11.26 kJ versus 8.75 kJ) and showed greater displacement capacity (average 48.40 mm versus 36.25 mm) compared with bulbed cable bolts. The dominant failure mode was debonding at the cable-grout interface, characterised by frictional sliding and some cable rotation. Cable elongation was also observed, particularly in bulbed bolts, attributed to the mechanical anchorage created by the bulbs. Overall, the findings suggest that non‑bulbed cable bolts, due to their higher deformability, greater energy absorption, and extended energy dissipation capability, may offer superior performance in dynamically active ground conditions. These insights can support the development of more resilient, integrated support systems for excavation environments prone to rockburst hazards.
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References
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