摘要
山西某矿1327工作面巷道变形严重,首先利用极限平衡理论确定沿空掘巷窄煤柱留设尺寸为6.81~7.70 m,然后利用FLAC3D内置fish语言进行可释放弹性能的编程,分析了4种不同煤柱方案下可释放弹性能的释放情况,结果表明7 m煤柱时可释放弹性能较小且承载能力较好。最后综合理论结果和模拟结论,确定沿空掘巷合理煤柱尺寸7 m.
The roadway of 1327 working face in a mine in Shanxi is seriously deformed. Firstly, the Limit equilibrium Theory is used to determine the narrow coal pillar size of the roadway along the goaf is 6. 81 -7.70 m. Then the FLAC3D built-in Fish language is used to program the releasable elastic energy. Release of elastic energy released under four different coal pillar schemes. The results show that the 7 m width coal pillar can release less elastic energy and better bearing capacity. Finally, the theoretical results and simulation conclusions are combined to determine the reasonable coal pillar size of 7 m along the goaf roadway.
作者
郭晓东
崔文龙
GUO Xiaodong;CUI Wenlong
出处
《山西焦煤科技》
2018年第10期16-18,23,共4页
Shanxi Coking Coal Science & Technology
关键词
沿空掘巷
窄煤柱合理宽度
极限平衡理论
可释放弹性能
稳定性
God-side entry retaining
Reasonable width of narrow coal pillar
Releasable Elastic Energy
Stability