Safety Analysis and Water Control Strategies for Roadway Excavation in Coal Mining Faces under Extremely Thin Bedrock
- DOI
- 10.2991/978-2-38476-456-3_31How to use a DOI?
- Keywords
- Fault; Roadway Excavation; Water Prevention and Control; Thin Bedrock
- Abstract
The average thickness of the main mined 3# coal seam in a Shandong mine is 8.5m. According to the mine’s future production succession plan, the 7-1 working face will be mined next. The minimum bedrock thickness in this area is only 22 m, increasing the threat of water and sand inrush from the Quaternary loose layer. To avoid induced water and sand inrush disasters during shallow roadway excavation and construction, and to ensure construction safety, this study analyzes the mining conditions, geological conditions, and hydrogeological conditions of the fault-affected thin-bedrock coal roadway. By integrating analytical methods and numerical calculations, the overlying strata failure height after roadway excavation is comprehensively determined. A water prevention and control safety evaluation of roadway excavation is conducted, achieving safe excavation.
- 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 - Zhida Liu PY - 2025 DA - 2025/08/25 TI - Safety Analysis and Water Control Strategies for Roadway Excavation in Coal Mining Faces under Extremely Thin Bedrock BT - Proceedings of the 5th International Conference on New Computational Social Science (ICNCSS 2025) PB - Atlantis Press SP - 260 EP - 267 SN - 2352-5398 UR - https://doi.org/10.2991/978-2-38476-456-3_31 DO - 10.2991/978-2-38476-456-3_31 ID - Liu2025 ER -