不同倾角采动边坡移动变形特征及稳定性分析
Movement and Deformation Characteristics and Stability Analysis of Mining Slope at Different Inclination Angles
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摘要: 为了研究采动对不同倾角的坡体稳定性影响,基于FLAC3D数值模拟,分析了不同倾角的采动坡体位移变形情况。运用强度折减法计算出煤层开挖前后不同倾角的坡体安全系数,并对坡体稳定性进行了分析。研究表明:坡体倾角越大,受采动影响及位移越大,不同倾角下最大垂直位移均集中在坡脚处,最大水平位移随坡体倾角增大向坡顶转移;坡体倾角越大,安全系数越低。煤层开采后,最大安全系数为30°坡体时的1.22,最小安全系数为75°坡体时的0.73。;坡体倾角大于 60°时,采动坡体处于易失稳状态,应采取必要的边坡防治措施。Abstract: The displacement and deformation of mining slope with different inclination angles were analyzed based on FLAC3D numerical simulation. The strength reduction method is used to calculate the slope safety factors of different inclination angles before and after coal seam excavation, and the slope stability is analyzed. Research shows that the greater the slope angles, the greater the mining influence and displacement. The maximum vertical displacement concentrates at the foot of the slope at different inclination angles, and the maximum horizontal displacement transfers to the top of the slope as the slope angles increase. The bigger the slope inclination angles is, the lower the safety factor is. After coal seam mining, the maximum safety factor is 1.22 when the slope is 30°, and the minimum safety factor is 0.73 when the slope is 75°. When the slope angle is greater than 60°, the mining slope is in a state of vulnerability to instability, and necessary slope control measures should be taken.