动载作用下小煤柱应力演化特征及变形规律研究

    Study on stress evolution characteristics and deformation laws of small coal pillar under dynamic load

    • 摘要: 厚硬顶板破断产生的冲击型动载作用在沿空小煤柱上极易诱发巷道围岩冲击失稳。以我国鄂尔多斯地区门克庆煤矿3107工作面沿空小煤柱为研究对象,采用现场实测、理论分析结合数值模拟的方法对动载作用下小煤柱应力变化特征及变形规律进行研究,分析厚硬顶板破断产生的动载应力波对小煤柱稳定性的影响。研究结果表明:小煤柱在工作面回采期间会受到多次的动载扰动影响,并且单次动载能量最大为7.51×105 J;小煤柱所受动载影响大部分来源于其上方侧向顶板断裂,并且沿空侧顶板破断释放的能量相对于主运巷侧更为密集且能级更高;小煤柱的应力水平在工作面前约40 m范围变化起伏较大,并且受到动载影响,应力水平会提高,动载发生位置距煤柱越近,煤柱应力上升幅度就越大;在高强度动载作用下,小煤柱的竖向应力水平明显上升,小煤柱峰值应力由21.80 MPa增至29.00 MPa;在动载应力波未传达至小煤柱时,小煤柱的变形增量较小,在动载应力波穿过小煤柱时,小煤柱两端变形量在单位时间内突增,并且在动载应力波加载过程中,煤柱在巷道侧变形增量显著大于采空区侧;受到动载影响,小煤柱的巷道侧塑性区的拉伸破坏范围略有增加。对照应力波动当日的微震事件和应力计的应力波动变化发现,动载作用会使小煤柱的应力水平提升。

       

      Abstract: The impact dynamic load induced by the fracture of thick and hard roof is extremely likely to trigger the impact instability of the surrounding rock in gob-side small coal pillars. Taking the gob-side small coal pillar in 3107 working face of Menkeqing Coal Mine in Ordos, China as the research object, the stress evolution characteristics and deformation laws of the small coal pillar under dynamic load were investigated using field measurement, theoretical analysis and numerical simulation. The influence of dynamic stress waves generated by thick and hard roof fracture on the stability of the small coal pillar was analyzed. The results show that the small coal pillar is subjected to multiple dynamic load disturbances during mining, with the maximum single dynamic load energy reaching 7.51×105 J. Most of the dynamic load acting on the coal pillar originates from the fracture of the lateral roof above it, and the energy released by roof fracturing on the gob-side is more intensive and has higher energy level than that on the main haulage gateway side. The stress level of the small coal pillar fluctuates significantly within approximately 40 m ahead of the working face and is elevated under dynamic load. The closer the dynamic load occurrence is to the coal pillar, the greater the increase in coal pillar stress. Under high-intensity dynamic load, the vertical stress of the small coal pillar increases obviously, with the peak stress rising from 21.80 MPa to 29.00 MPa. The deformation increment of the coal pillar is small before the dynamic stress wave arrives. When the dynamic stress wave propagates through the coal pillar, the deformation at both ends of the pillar increases sharply per unit time. During the loading of the dynamic stress wave, the deformation increment on the gateway side is significantly larger than that on the gob side. Affected by dynamic load, the tensile failure range of the plastic zone on the gateway side of the coal pillar increases slightly. By comparing the micro-seismic events and stress fluctuations recorded by stress meters on the same day, it is found that dynamic load can increase the stress level of the small coal pillar.

       

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