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深埋弱胶结覆岩采动灾害机理与应力调控技术

Mining-induced disaster mechanism and stress adjustment technology of deep buried weakly cemented overburden.

作者信息

Yang Shenglong, Liu Xuesheng, Tan Yunliang, Fan Deyuan, Li Xuebin, Xu Haidong

机构信息

College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, 266590, China.

State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines, Shandong University of Science and Technology, Qingdao, 266590, China.

出版信息

Sci Rep. 2025 Jul 24;15(1):26894. doi: 10.1038/s41598-025-12675-3.

Abstract

Under the typical condition of deep buried weakly cemented overburden, the mining roadway is affected by strong mining stress and high ground stress, its stress environment is complicated, and the disaster behaviors are severe. In this study, the mining disaster behaviors and stress distribution characteristics under this condition are obtained by taking No. 130608 return air roadway of a deep buried weakly cemented overburden mine as the engineering background. Then, the mining stress transfer mechanical model is established, and the mining-induced disaster mechanism is revealed. The engineering criterion M, which can directly reflect the degree of mining-induced disaster, is constructed, and the mining-induced disaster's degree is divided into four levels. The mining disaster stress adjustment technology's idea based on "improving load environment + enhancing bearing capacity" is formed, and engineering verification is carried out. The results show that after the application of stress adjustment technology, the mining influence range is shortened from 120 to 80 m advanced working face, the stress of bolt cable is decreased by more than 8%, the surrounding rock's deformation is decreased by more than 40%, which effectively prevents and controls the mining disaster behaviors, and the disaster reduction effect is remarkable.

摘要

在深埋弱胶结覆岩的典型条件下,回采巷道受强烈采动应力和高地应力影响,其应力环境复杂,灾害行为严重。本研究以某深埋弱胶结覆岩矿井130608回风巷为工程背景,获取该条件下的开采灾害行为及应力分布特征。进而建立采动应力传递力学模型,揭示采动灾害机理。构建能直接反映采动灾害程度的工程准则M,并将采动灾害程度划分为四个等级。形成基于“改善载荷环境+增强承载能力”的采动灾害应力调控技术思路并进行工程验证。结果表明,应力调控技术应用后,采动影响范围从工作面超前120 m缩短至80 m,锚索应力降低8%以上,围岩变形降低40%以上,有效防治了采动灾害行为,减灾效果显著。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/2c42/12290039/c42bc938b308/41598_2025_12675_Fig1_HTML.jpg

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