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不同切顶参数对沿空巷道围岩变形的影响

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为解决沿空掘巷过程中巷道围岩变形严重、支护困难等问题,以火铺矿230708工作面为工程背景,采用数值模拟、理论推导及现场实测等方法,研究了沿空掘巷下不同切顶参数对巷道围岩稳定性的影响.结果表明:拱形巷道煤柱帮肩角区域呈现三角滑移变形,最优切顶角度为0°,最优切顶高度为10 m,该参数下进行预裂切顶后,巷道应力和围岩位移相较于未切顶时大幅下降,煤柱上垂直应力峰值降低了11.60%,顶底板变形量降低了11.29%,两帮移近量降低了11.33%,左肩窝变形量降低了8.78%,右肩窝变形量降低了15.70%.合理的切顶参数可以有效改善煤柱应力环境,降低巷道围岩变形,提高沿空巷道围岩稳定性.现场工程实践表明,切顶卸压技术能有效控制巷道围岩变形,实现对沿空掘巷巷道围岩的稳定性控制.
Influence of Different Roof Cutting Parameters on Surrounding Rock Deformation of Gob-Side Entry
In order to solve the problems of serious deformation of roadway surrounding rock and difficult support in the process of gob-side entry driving,taking 230708 working face of Huopu Mine as the engineering background,the influence of different roof cutting parameters on the stability of roadway surrounding rock under gob-side entry driving was studied by means of numerical simulation,theoretical derivation and field measurement.The results show that the shoulder angle area of coal pillar in arch roadway presents triangular slip deformation.The optimal roof cutting angle is 0°,and the optimal roof cutting height is 10 m.After pre-splitting roof cutting under this parameter,the roadway stress and surrounding rock displacement are greatly reduced compared with those without roof cutting.The peak value of vertical stress on coal pillar is reduced by 11.60%,the deformation of roof and floor is reduced by 11.29%,the displacement of two sides is reduced by 11.33%,the deformation of left shoulder socket is reduced by 8.78%,and the deformation of right shoulder socket is reduced by 15.70%.Reasonable roof cutting parameters can effectively improve the stress environment of coal pillars,reduce the deformation of roadway surrounding rock,and improve the stability of surrounding rock of gob-side entry.The field engineering practice shows that the roof cutting and pressure relief technology can effectively control the deformation of roadway surrounding rock and realize the stability control of roadway surrounding rock.

Gob-side entry drivingRoof cutting pressure reliefCutting heightCutting angleNumerical simulation

黄青荣、马振乾、周金恋、王明仲、冯小磊、刘荣科

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贵州大学 矿业学院,贵州 贵阳 550025

盘江精煤股份有限公司,贵州六盘水市 553000

沿空掘巷 切顶卸压 切顶高度 切顶角度 数值模拟

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(12)