单轴压缩下层理煤力学性能及能量耗散规律研究

    Study on mechanical properties and energy dissipation laws of bedded coal under uniaxial compression

    • 摘要: 层理结构是煤体中常见的天然缺陷,对煤体的力学性能和能量演化规律具有显著影响。聚焦于单轴压缩条件下层理煤力学性能及能量耗散规律,利用MTS试验机对不同层理倾角的煤样开展单轴压缩试验,监测应力−应变曲线、能量变化等关键数据。结果表明,层理倾角显著影响层理煤的力学性能:随着层理倾角增大,煤样的峰值强度与轴向峰值应变呈现先减小后增大的“U”形变化趋势,在 0°时达到最大值,60°时降至最小值。从能量耗散角度来看,输入能、弹性能与耗散能均随应变增加而上升:在 0°层理平行加载时,前期弹性能主导,后期层理破坏致使耗散能激增,输入能持续攀升;30°及45°斜交加载时,剪切力促使层理滑移提前,耗散能率先启动,弹性能积累受限,输入能波动变化;60°及90°垂直加载时,初期煤体相对均质,能量积累缓慢,后期损伤集中爆发,能量突变明显。层理煤的变形模量、泊松比等参数也随层理倾角变化及加载过程进行呈现特定变化规律,层理可通过弱化作用、各向异性表现和变形协调作用影响煤体力学性能,能量耗散与破坏模式关联紧密,可作为判断煤体破坏模式的指标。

       

      Abstract: Bedding structure is a common natural defect in coal mass, which exerts a remarkable influence on its mechanical properties and energy evolution laws. This study focuses on mechanical characteristics and energy dissipation rules of coal specimens with bedding planes under uniaxial compression. Uniaxial compression tests were conducted on coal samples with different bedding dip angles using an MTS testing system, and key data including stress-strain curves and energy variations were monitored. The results show that the bedding dip angle has a prominent effect on the mechanical properties of bedded coal. With the increase of bedding dip angle, the peak strength and axial peak strain of coal samples present a U-shaped trend of decreasing first and then increasing, reaching the maximum at 0° and the minimum at 60°. In terms of energy dissipation, the input energy, elastic strain energy and dissipated energy all rise with the increase of strain. For specimens under parallel loading (0° bedding angle), elastic strain energy dominates at the early stage; the failure of bedding planes at the later stage leads to a sharp rise of dissipated energy, while the input energy keeps increasing. For oblique loading at 30° and 45°, shear stress triggers early slippage along bedding planes, so dissipated energy grows preferentially, the accumulation of elastic strain energy is restricted, and the input energy fluctuates. For vertical loading at 60° and 90°, the coal mass behaves relatively homogeneous in the initial stage with slow energy accumulation; concentrated damage occurs in the later stage, accompanied by drastic energy changes. Parameters such as deformation modulus and Poisson’s ratio of bedded coal also vary regularly with bedding dip angle change and loading process. Bedding planes affect the mechanical properties of coal mass through weakening effect, anisotropic manifestation and deformation coordination effect. Since energy dissipation is closely correlated with failure modes, it can be adopted as an indicator to judge the failure characteristics of coal mass.

       

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