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    深埋隧道应力型灾害破坏体块度特征的机器视觉分析

    Machine Vision Analysis of the Damaged Rock Characteristics of Stress-Type Disasters in Deep-Buried Tunnels

    • 摘要: 岩爆和应力型塌方为深埋隧道常见的高应力灾害,因破坏过程与主控因素相似常难以准确区分,但破坏体块度特征具有明显差异.为此,依托某深埋隧道典型应力型灾害案例,构建基于同态与双边滤波的图像滤波降噪模型,创建融合二值化与分水岭算法的破坏体智能识别与块度分析模型,实现岩爆、应力型塌方灾害破坏体的机器视觉识别与块度特征定量分析,并结合微震活动特征探讨了破坏体块度特征差异性原因.研究结果表明:①应力型灾害的破坏体岩块大多数均能被有效分割,但仍然存在部分薄片状及碎屑状堆叠的岩屑较难分割;②“04.21”中等岩爆岩块数量最多,破坏体块度整体较大,“08.13”应力型塌方块体最少,破坏体块度整体较小,“05.04”中等岩爆破坏体块度数量介于二者之间;③应力型塌方的碎屑状岩块显著多于岩爆,且岩爆烈度越大破坏体整体块度越大、大块率也越高;④应力型灾害微震释放能越高、事件数越大,破坏体块度整体越大,并且剪切破坏是形成应力型塌方灾害碎屑状破坏体的关键.该成果为深埋隧道应力型灾害分类提供了一种新的定量智能图解方法,且可对灾害机制定量解析提供参考.

       

      Abstract: Rockbursts and stress-induced collapses constitute predominant high-stress hazards in deep-buried tunnels.Owing to their analogous failure processes and controlling factors,accurate differentiation between these two disaster types remains challenging.Nevertheless,significant disparities exist in the block size distribution characteristics of failed rock masses.This study investigates a representative stress-induced disaster case in a deep-buried tunnel,developing (i) an image filtering model integrating homomorphic and bilateral filtering techniques,and (ii) an intelligent recognition system combining binarization with the Watershed Algorithm for block size analysis.The proposed methodology enables machine vision-based identification of failed masses and quantitative characterization of block size distributions in both rockburst and stress-induced collapse events.Microseismic monitoring data are incorporated to elucidate the mechanistic origins of block size variations.Key findings include:(1)While most rock blocks in stress-induced failures can be effectively segmented,challenges persist in distinguishing thinly layered and clastic debris.(2)The “04.21” moderate rockburst exhibited the highest block count,with an overall larger failure block size,whereas the “08.13” stress-induced collapse demonstrated minimal block quantities and finer fragmentation.The failure block size quantity of the “05.04” moderate rockburst was intermediate between the two other events.(3)Clastic debris predominates in stress-induced collapses,with rockburst intensity positively correlating with both mean fragment size and large-block proportion.(4)Microseismic energy release and event frequency exhibit positive correlations with fragment size in stress-induced disasters,while shear failure mechanisms govern clastic debris formation in collapse events.This research establishes a novel quantitative-intelligent framework for classifying tunnel stress disasters,concurrently advancing mechanistic analysis through fragmentation characterization.

       

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