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基于UDEC的不同预裂参数下顶板垮落规律研究OA

Research on collapse law of roof under different pre-splitting parameters based on UDEC

中文摘要英文摘要

为解决特厚煤层综放工作面初放垮落步距过大及沿空动压巷道矿压显现问题,采用数值模拟方法,分析不同切顶深度与角度对顶板垮落规律的影响,重点探讨初采期间顶煤顶板的垮落状况.结果表明,切顶可显著改善顶板垮落状况,10、15 m切顶深度在降低遗煤、缓解顶板压力及降低巷道应力集中方面效果显著;切顶深度对应力峰值和应力集中系数影响明显:无切顶时应力峰值达6.88 MPa,切顶深度为5 m时应力峰值降低了 26.88%,切顶深度为10、15 m时应力峰值分别降低56.25%、40.15%;此外,切顶深度10、15 m时,煤柱应力分布变化不大,且更有利于围岩稳定,但清运垮落煤过程中需关注顶板深部岩体的支撑变化.研究成果可为优化切顶参数提供参考.

In order to solve the problems of excessive initial collapse step distance and rock pressure manifestation along the goaf in the fully-mechanized mining face of extra thick coal seams,numerical simulation methods were used to analyze the influence of different cutting depths and angles on the collapse law of the roof,with a focus on exploring the collapse status of the top coal roof during the ini-tial mining period.The results show that cutting the roof can significantly improve the collapse of roof,and cutting depths of 10 and 15 meters have a significant effect on reducing residual coal,relieving roof pressure,and reducing stress concentration in the roadway.The cutting depth has a significant impact on the peak stress and stress concentration factor:when there is no cutting depth,the peak stress reaches 6.88 MPa,and when the cutting depth is 5 m,the peak stress decreases by 26.88%.When the cutting depth is 10 m and 15 m,the peak stress decreases by 56.25%and 40.15%,respectively.In addition,when the top cutting depth is 10 or 15 meters,the stress distribution of the coal pillar does not change much and is more conducive to the stability of the surrounding rock.However,during the process of clearing collapsed coal,attention should be paid to the changes in the support of the deep rock mass of the roof.The research results can provide reference for optimizing the top cutting depth parameters.

李虎星

山西西山晋兴能源有限责任公司 斜沟煤矿,山西 吕梁 033602

矿业与冶金

特厚煤层综放工作面数值模拟切顶深度顶板垮落

extra thick coal seamfully-mechanized mining facenumerical simulationtop cutting depthroof collapse

《煤炭科技》 2026 (2)

24-33,10

山东省自然科学基金面上项目(ZR2022ME112)

10.19896/j.cnki.mtkj.2026.02.006

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