Numerical Investigation of the Dynamic Mechanical State of a Coal Pillar During Longwall Mining Panel Extraction
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- 作者：Hongwei Wang ; Yaodong Jiang ; Yixin Zhao ; Jie Zhu…
- 关键词：Coal bump ; Coal pillar ; Elastic core ; Longwall panel ; Bump ; prone zones ; FLAC3D
- 刊名：Rock Mechanics and Rock Engineering
- 出版年：2013
- 出版时间：September 2013
- 年：2013
- 卷：46
- 期：5
- 页码：1211-1221
- 全文大小：1670KB
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Yaodong Jiang (1) (2)
Yixin Zhao (1) (2)
Jie Zhu (1)
Shuai Liu (1)
1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China
2. State Key Laboratory of Coal Resources and Safe Mining, Beijing, 100083, China - ISSN：1434-453X
文摘
This study presents a numerical investigation on the dynamic mechanical state of a coal pillar and the assessment of the coal bump risk during extraction using the longwall mining method. The present research indicates that there is an intact core, even when the peak pillar strength has been exceeded under uniaxial compression. This central portion of the coal pillar plays a significant role in its loading capacity. In this study, the intact core of the coal pillar is defined as an elastic core. Based on the geological conditions of a typical longwall panel from the Tangshan coal mine in the City of Tangshan, China, a numerical fast Lagrangian analysis of continua in three dimensions (FLAC3D) model was created to understand the relationship between the volume of the elastic core in a coal pillar and the vertical stress, which is considered to be an important precursor to the development of a coal bump. The numerical results suggest that, the wider the coal pillar, the greater the volume of the elastic core. Therefore, a coal pillar with large width may form a large elastic core as the panel is mined, and the vertical stress is expected to be greater in magnitude. Because of the high stresses and the associated stored elastic energy, the risk of coal bumps in a coal pillar with large width is greater than for a coal pillar with small width. The results of the model also predict that the peak abutment stress occurs near the intersection between the mining face and the roadways at a distance of 7.5?m from the mining face. It is revealed that the bump-prone zones around the longwall panel are within 7-0?m ahead of the mining face and near the edge of the roadway during panel extraction.