弱胶结顶板砂岩力学特性及声发射演化规律试验研究OA
Experimental study on mechanical properties and acoustic emission evolution of weakly cemented roof sandstone
弱胶结地层复合顶板结构在煤矿工程中表现出变形尺度小、突发失稳及类相变等变形与破坏特征,揭示弱胶结地层岩体失稳破坏伴生信息特征是实现顶板有效控制和灾害预测的基础.为了准确获取弱胶结顶板砂岩力学行为、声发射特征及裂纹演化规律,以石拉乌素煤矿弱胶结顶板砂岩为对象,开展了单轴压缩试验和声发射测试,结合高斯混合模型对声发射AF-RA参数进行聚类分析.结果表明:弱胶结顶板砂岩具有异质性和易变形特性,顶板上部砂岩距顶板越近,其峰值强度时的轴向应变越大,砂岩层位与轴向应变呈现负线性相关关系,越靠近顶板的砂岩,其变形能力越强;加载过程中,声发射信号呈现明显的阶段性变化,A值和b值在不同加载阶段表现出振荡式演化特征,反映了岩石内部裂纹的发育与演化过程;不同应力阶段的微张拉裂纹与微剪切裂纹占比有所差异,整体以剪切破坏为主,临近顶板的砂岩在峰值应力前,微剪裂纹占比高达 75.48%,浅层层位占比为 57.42%,说明剪切破坏是弱胶结顶板砂岩的主导失稳模式,层位越靠近顶板的砂岩其剪切破坏特征越明显,剪切裂纹更为发育.声发射信号的阶段性变化和裂纹类型的演化可以作为顶板失稳前兆信息.
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.
刘海全;田竹华;张月征;纪洪广;沈恒祥;程文武;张慧田;陈郁川
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兖矿能源(鄂尔多斯)有限公司,内蒙古 鄂尔多斯 017010山东新巨龙能源有限责任公司,山东 菏泽 274918
矿业与冶金
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
weakly cemented roof sandstoneuniaxial compression testmechanical behavioracoustic emission signalGaussian cluster analysisAF-RA value
《煤矿安全》 2026 (3)
85-96,12
国家科技重大专项资助项目(2024ZD1004504)国家重点研发计划资助项目(2023YFC2907400)国家自然科学基金资助项目(52278326)
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