基于钻孔图像的围岩裂隙自动识别与表征

Automatic identification and characterization of fractures in borehole-surrounding rock based on borehole images

  • 摘要: 围岩内部结构面是控制岩体强度与稳定性的关键因素,其产状的定量分析对隧道施工安全及支护设计具有重要工程意义。为此,提出一套基于钻孔图像的结构面产状自动解算方法。首先,利用钻孔摄像技术获取围岩孔壁二维平面展开图,构建钻孔围岩裂隙图像数据集;其次,搭建分割网络ASA-UNet对展开图中的裂隙进行分割识别,基于分割后的裂隙掩码图,采用融合拓扑连通性与向量几何判据的裂隙骨架解耦算法实现重叠交叉裂隙的自动分离;最后,利用基于裂隙像素序列的隐式空间映射方法定量表征岩体主要软弱结构面产状,包括结构面走向与洞轴线夹角、结构面倾角。结果表明,ASA-UNet在MIoU、mPrecision、mRecall以及F1指标上分别达到88.76%、93.77%、94.10%、94.03%,优于当前主流语义分割网络;所计算出的结构面走向夹角及倾角误差分别控制在5°、10°以内,均在工程允许范围之内。

     

    Abstract: The internal structural planes of the surrounding rock are key factors controlling the strength and stability of rock masses, and quantitative analysis of their orientation of great engineering significance for tunnel construction safety and support design. To this end, we propose a method for automatically determining the orientation of structural planes based on borehole images. First, borehole camera technology is used to obtain two-dimensional cylindrically unfolded images of the borehole-surrounding rock walls, thereby constructing a dataset of fracture images in the surrounding rock; second, a segmentation network called ASA-UNet is developed to segment and identify fractures; based on the segmented fracture mask, an algorithm for decoupling fracture skeletons-which integrates topological connectivity and vector geometric criteria-is employed to automatically separate overlapping and intersecting fractures; Finally, an implicit spatial mapping method based on fracture pixel sequences is used to quantitatively characterizes the orientations of the primary weak structural planes, including the angle between the structural plane strike and the tunnel axis, as well as the dip angle. The results show that the ASA-UNet achieves a Mean Intersection over Union of 88.76%, mean Precision of 93.77%, mean Recall of 94.10%, and mean F1 of 94.03%, outperforming current mainstream semantic segmentation networks; the errors of the two calculated angles are within 5° and 10°, respectively, both of which fall within the engineering tolerance range.

     

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