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不同煤岩比例及组合方式的组合体力学特性及破坏机制

Mechanical properties and failure mechanism of combined bodies with different coal-rock ratios and combinations

  • 摘要: 为研究不同煤岩比例及组合方式的组合体力学特性和破坏机制,对19种不同煤岩比例和组合方式的二元、三元组合体开展轴向压缩试验,从抗压强度、弹性模量、峰前能量、冲击能量指数等参数入手,分析组合体的力学特性;对构建的煤岩组合体相互作用模型进行理论分析,探究煤岩组合体的失稳破坏机理;从煤岩组合体的不同破坏形态入手,研究组合体破坏过程中的能量传递机制。研究发现:组合体的抗压强度介于各组分抗压强度之间,且偏向于软弱组分的抗压强度,随着细砂岩比例的增加而增大;组合体的弹性模量随着细砂岩占比的增大而增大,且岩石的弹性模量越大,组合体的弹性模量也越大;有煤组分的组合体的峰前积聚能量较少,细砂岩与粗砂岩构成的组合体的峰前积聚能量较多,组合体的峰前能量随着细砂岩占比的增加而增多;组合体的冲击能量指数与细砂岩比例为线性关系,随着细砂岩占比的增加而增大;细砂岩组分对于组合体的抗压强度、峰前能量、冲击能量指数的影响较大,对组合体的力学特性和冲击效应起决定作用;推导了煤岩组合体的弹性模量计算公式,从理论上揭示了组合体的弹性模量随岩石占比的增加而增加的规律;构建了煤岩组合体的力学模型,分析了组合体的失稳破坏机制。研究结果可为煤炭资源开采过程中的煤岩体相互作用下的破坏形态、力学特性、失稳机制等研究提供参考。

     

    Abstract: Axial compression tests were carried out on 19 binary and ternary combined bodies with different coalrock ratios and combinations to investigate the mechanical properties and failure mechanism. The mechanical properties of the combined body are analyzed,including compressive strength,elastic modulus,pre-peak energy and impact energy index. Based on the theoretical analysis of the interaction model of coal-rock combined body,the instability failure mechanism of coal-rock combined body is explored,and the energy transfer mechanism inthe failure process of coal-rock combined body is studied from the different failure patterns of the coal-rock combined bodies. It is found that the compressive strength of the combined body is between the compressive strength of each component,and tends to approach the compressive strength of the weak component,which increases with the proportion of the fine sandstone. The elastic modulus of the combined body increases with the proportion of the fine sandstone. The greater the elastic modulus of rock,the greater the elastic modulus of the combined body. The combined bodies with coal components accumulates less energy before the peak stress,and the combined bodies composed of fine sandstone and coarse sandstone accumulates more energy before the peak stress,and the pre-peak energy of the combined body increases with the proportion of fine sandstone. The impact energy index of the assemblage is linear with the proportion of fine sandstone,which increases with the proportion of fine sandstone. The composition of fine sand has a great influence on the compressive strength,pre-peak energy and impact energy index of the combined body,and plays a decisive role in the mechanical properties and impact effect of the combined body,and deduces the formula for calculating the elastic modulus of the coal-rock combined body. The law that the elastic modulus of the combined body increases with rock proportion is revealed theoretically. The mechanical model of the coal-rock combined body is constructed,and the instability and failure mechanism of the combined body is analyzed. The energy transfer mechanism in the failure process of coal-rock combined body is discussed. The research results provide references for the study of failure pattern,mechanical properties and instability mechanism under the interaction of coal and rock mass in the process of coal resources mining.

     

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