Research on Failure Characteristics and Supporting Mechanisms of Surrounding Rock in Coal Rock Tunnels
- DOI
- 10.2991/978-94-6463-726-7_59How to use a DOI?
- Keywords
- coal-rock combination; characteristics of destruction; bolt support; crack propagation; different height ratio
- Abstract
The failure mechanism of anchored coal-rock composites was investigated through uniaxial compression experiments, which examined the mechanical characteristics and failure features of the samples under varying loading rates and coal-rock height ratios in order to clarify the specimens’ anchoring mechanism. The findings of the study demonstrate that the coal-rock system makes adequate adaptive adjustments at lower loading rates, suppressing crack development. As the procedure of loading rate increases, the stability of one’s anchored coal-rock composite deteriorates, leading to a significant increase in both the reach of their highest strength and kinetic energy about those anchored coal-rock composites. An anchor is a rod’s extra stress that improves the coal-rock system’s mechanical performance. The outcome is able to offer theoretical guidance with the anchoring support of coal-rock roadway roofs.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Dong Li AU - Jia Xin Lu PY - 2025 DA - 2025/06/13 TI - Research on Failure Characteristics and Supporting Mechanisms of Surrounding Rock in Coal Rock Tunnels BT - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024) PB - Atlantis Press SP - 594 EP - 600 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-726-7_59 DO - 10.2991/978-94-6463-726-7_59 ID - Li2025 ER -