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弱胶结顶板砂岩力学特性及声发射演化规律试验研究

刘海全 田竹华 张月征 纪洪广 沈恒祥 程文武 张慧田 陈郁川

煤矿安全2026,Vol.57Issue(3):85-96,12.
煤矿安全2026,Vol.57Issue(3):85-96,12.DOI:10.13347/j.cnki.mkaq.20250447

弱胶结顶板砂岩力学特性及声发射演化规律试验研究

Experimental study on mechanical properties and acoustic emission evolution of weakly cemented roof sandstone

刘海全 1田竹华 2张月征 2纪洪广 2沈恒祥 2程文武 1张慧田 3陈郁川4

作者信息

  • 1. 兖矿能源(鄂尔多斯)有限公司,内蒙古 鄂尔多斯 017010||北京科技大学 城市与地下空间工程北京市重点实验室,北京 100083||矿山深井建设技术国家工程研究中心,北京 100013
  • 2. 北京科技大学 城市与地下空间工程北京市重点实验室,北京 100083||矿山深井建设技术国家工程研究中心,北京 100013
  • 3. 兖矿能源(鄂尔多斯)有限公司,内蒙古 鄂尔多斯 017010
  • 4. 山东新巨龙能源有限责任公司,山东 菏泽 274918
  • 折叠

摘要

Abstract

The composite roof structure of weakly cemented strata in coal mine engineering exhibits deformation and failure charac-teristics such as small deformation scale,sudden instability,and phase transition-like behavior.Revealing the characteristics of in-formation associated with the instability and failure of weakly cemented strata rock masses is the foundation for achieving effective roof control and disaster prediction.To accurately obtain the mechanical behavior,acoustic emission characteristics,and crack evolu-tion laws of weakly cemented roof sandstone,uniaxial compression tests and acoustic emission tests were conducted on weakly ce-mented roof sandstone from Shilawusu Coal Mine.Combined with the Gaussian mixture model,cluster analysis was performed on the acoustic emission AF-RA parameters.The results show that the weakly cemented roof sandstone has heterogeneity and deform-ability.The closer the sandstone in the upper part of the roof is to the roof surface,the larger the axial strain at peak strength.A neg-ative linear correlation exists between the sandstone layer position and axial strain,indicating that sandstone closer to the roof has stronger deformability.During the loading process,acoustic emission signals show obvious stage changes,with the A-value and b-value exhibiting oscillatory evolution characteristics in different loading stages,reflecting the development and evolution process of internal cracks in the rock.The proportions of micro-tensile cracks and micro-shear cracks vary in different stress stages,with shear failure dominating overall.For sandstone adjacent to the roof,the proportion of micro-shear cracks reaches 75.48%before peak stress,while that of shallow layers is 57.42%.This shows that shear failure is the dominant instability mode of weakly cemented roof sandstone.The closer the sandstone layer is to the roof,the more obvious its shear failure characteristics and the more developed the shear cracks.The stage changes of acoustic emission signals and the evolution of crack types can be used as precursor information for roof instability.

关键词

弱胶结顶板砂岩/单轴压缩试验/力学行为/声发射信号/高斯聚类分析/AF-RA值

Key words

weakly cemented roof sandstone/uniaxial compression test/mechanical behavior/acoustic emission signal/Gaussian cluster analysis/AF-RA value

分类

矿业与冶金

引用本文复制引用

刘海全,田竹华,张月征,纪洪广,沈恒祥,程文武,张慧田,陈郁川..弱胶结顶板砂岩力学特性及声发射演化规律试验研究[J].煤矿安全,2026,57(3):85-96,12.

基金项目

国家科技重大专项资助项目(2024ZD1004504) (2024ZD1004504)

国家重点研发计划资助项目(2023YFC2907400) (2023YFC2907400)

国家自然科学基金资助项目(52278326) (52278326)

煤矿安全

1003-496X

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