摘要
针对贵州某煤矿沿空留巷在原有支护条件下,靠上帮一侧顶板以及下帮底角的岩层变形破坏较严重的情况,对巷道支护方式进行改进。利用数值模拟软件,对改进支护后的巷道围岩变形破坏情况进行分析。研究发现:改进支护后的巷道围岩变形破坏情况得到明显改善,改进后的支护方式能够较好地阻滞巷道上帮一侧顶板和下帮底角的岩层严重变形破坏,从而保持巷道围岩的完整性和稳定性,研究可为类似条件矿井沿空留巷的支护方式提供参考。
In view of the serious deformation and failure of the roof of the upper side and the bottom corner of the lower side under the original support conditions of a gob-side entry retaining in a coal mine in Guizhou,measures are taken to improve the roadway support mode.The numerical simulation software is used to analyze the deformation and failure of roadway surrounding rock after improving the support.It is found that the broken condition of roadway surrounding rock is obviously strengthened under the improved support,which can better block the serious deformation and damage of the roof rock on the upper side of roadway and the bottom angle of the lower side,so as to maintain the integrity and stability of roadway surrounding rock.The research can provide reference for the support of gob-side entry retaining under similar conditions.
作者
韩森
刘萍
王沉
康向涛
HAN Sen;LIU Ping;WANG Chen;KANG Xiangtao(Mining College,Guizhou University,Guiyang 550025,China;Guizhou Key Laboratory of Comprehensive Utilization of Non-metallic Mineral Resources,Guiyang 550025,China;Guizhou Engineering Lab of Mineral Resources,Guiyang 550025,China;Engineering Center for Safe Mining Technology Under Complex Geologic Conditions,Guiyang 550025,China)
出处
《贵州大学学报(自然科学版)》
2024年第1期72-77,共6页
Journal of Guizhou University:Natural Sciences
基金
国家自然科学基金资助项目(52174072)
贵州省科技计划资助项目(黔科合基础[2020]1Z047)。
关键词
沿空留巷
围岩变形破坏
数值模拟
支护改进
gob-side entry retaining
surrounding rock deformation and failure
numerical simulation
support improvement