Mechanical Response of Fractured Gangue Under Lateral Compression In Mined-Out Zones
- DOI
- 10.2991/978-94-6463-793-9_90How to use a DOI?
- Keywords
- broken gangue; axial stress; water content; coefficient of dilation
- Abstract
This study investigates the compaction characteristics of fragmented gangue in residual mining areas, addressing stability challenges during upward mining of abandoned coal resources in China. Through confined compression tests using a WES-1000B electro-hydraulic servo testing machine, we examined the compaction behavior of in-situ sandy mudstone gangue under varying axial stresses (4–20 MPa) and moisture contents (0%-6%). The results reveal three distinct compaction phases: rapid densification (0–1.77 MPa), particle crushing and compaction (1.77–10 MPa), and stable compaction (10–20 MPa). Axial strain demonstrates logarithmic growth with increasing stress. Moisture content exhibits a nonlinear influence on compression deformation, with peak strain observed at 4% water content. The bulking factor decreases progressively with higher axial stress, reaching its minimum at 20 MPa axial stress and 4% moisture content. These findings elucidate the compaction mechanisms of fractured gangue and provide theoretical foundations for evaluating floor stability in upward mining of abandoned coal seams.
- 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 - Yu Yang AU - Shengyang Song AU - Pengfei Liang PY - 2025 DA - 2025/07/28 TI - Mechanical Response of Fractured Gangue Under Lateral Compression In Mined-Out Zones BT - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025) PB - Atlantis Press SP - 1053 EP - 1064 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-793-9_90 DO - 10.2991/978-94-6463-793-9_90 ID - Yang2025 ER -