跃进矿巷道底板冲击分析与研究

Enbing Yi
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引用次数: 0

摘要

针对跃进矿巷道底板冲击,采用数值模拟的方法对底板冲击的理论原理进行了分析,得出底板冲击有两种情况。一种是直接削弱煤层底板的强度,另一种是削弱煤体两侧的强度,以减轻底板的水平应力。结果表明:随着煤体强度的增加,峰值应力距离呈阶梯变化;在不采取任何措施的情况下,峰值应力距离为8.75 m,减小1% ~ 20%时峰值应力距离为6.25 m,减小20%~30%时峰值应力距离为6.25 ~ 8.75 m,减小40%以上时峰值应力距离保持在8.75 m,此时峰值应力已向底板岩层转移,冲击地压危险性基本消失。最后确定了合理的底板卸压方案,为跃进矿底板爆裂控制提供了理论指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis and Research of the Roadway Floor Burst in Yuejin Mine
According to the roadway floor burst in Yuejin mine, numerical simulation was adopt to analyze the theory principle of floor burst, and there were two situations. One was to weaken the strength of the coal floor directly, the other was to weaken the strength of both sides of the coal body, so as to relieve the horizontal stress of the floor. The results showed that the distance of the peak stress displayed stepped change with the increasing strength weakening of the coal body. The distance of the peak stress was 8.75 meters without any measures, the distance was 6.25 meters when decreased 1 %~ 20%, the distance was 6.25 meters to 8.75 meters when decreased 20%~30%, and the distance stayed on 8.75 meters when it was reduced by more than 40%, at this time peak stress had already transferred to the floor strata and the rock burst hazard almost disappeared. Finally the reasonable pressure relief scheme of floor was determined, and this paper provided theoretical guidance for controlling the floor burst of Yuejin mine.
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