采空区内浸水煤柱损伤变形破坏过程

Damage deformation and failure process of water-immersed coal pillar in goaf

  • 摘要: 采空区煤柱在积水的长期影响下会导致力学性质发生弱化,并诱发覆岩“活化”运移。为探究采空区内浸水煤柱的损伤变形破坏过程,基于相似模拟试验,研究了条带开采条件下采空区积水对覆岩稳定性及煤柱力学性质的影响。通过监测覆岩运移与煤柱应力变化过程,探讨了覆岩“活化”破坏现象。通过力学性能测试,分析了浸水时间对煤样弹性模量、峰值强度等力学性质的影响。结果表明,随着采空区积水时间的增加,煤柱经历浸水软化,导致力学强度退化,进而引发剪切破坏和覆岩的“活化”移动,近采空区的覆岩移动变形呈现波浪形下沉盆地特征。浸水的损伤作用显著降低了煤样的弹性模量和峰值强度,浸水时间与煤样力学性质之间存在反比关系。研究成果为评估充水条带老采空区煤柱的稳定性提供了理论依据和实验支持。

     

    Abstract: Under the long-term influence of water, the mechanical properties of coal pillar in goaf will be weakened and the overburden migration will be induced.In order to investigate the damage deformation and failure process of coal pillar immersed in water in the goaf, the influence of water accumulation in the goaf on the stability of overlying rock and the mechanical properties of coal pillar under strip mining conditions is studied based on similar simulation test.By monitoring the migration of overlying rock and the stress change of coal pillar, the phenomenon of “activation” failure of overlying rock is discussed.The influence of soaking time on the elastic modulus, peak strength and other mechanical properties of coal samples was analyzed by mechanical property test.The results show that with the increase of water accumulation time in the goaf, the coal pillar undergoes water immersion softening, leading to mechanical strength degradation, and then leads to shear failure and “activation” movement of overlying rock.The movement deformation of overlying rock near the goaf presents the characteristics of a wavy subsidence basin.The damage effect of water immersion significantly reduces the elastic modulus and peak strength of coal sample, and there is an inverse relationship between the time of water immersion and the mechanical properties of coal sample.

     

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