融合Copy-Paste的大尺度露天矿岩质边坡裂隙检测方法研究
A large-scale open-pit rock slope fissure detection method by integrating Copy-Paste algorithm
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摘要: 露天矿岩质边坡表面恶化而产生的节理、裂隙是诱发滑坡灾害的关键因素, 及时准确的裂隙检测是保障矿山安全的重要前提。针对传统数据增强算法生成的裂隙形态单一以及现有边坡裂隙检测方法多局限于局部图像分析的难题, 提出了一种融合Copy-Paste的大尺度露天矿岩质边坡裂隙检测方法, 通过Copy-Paste算法对裂隙形态进行扩增, 进而建立滑动窗口算法—U-Net精准分割—全景特征拼接的三阶段系统工作流程, 攻克大尺度场景下裂隙特征丢失与误检的难题。试验结果表明: 相较于传统数据增强方法, 本文方案使裂隙样本多样性显著提高, 而且较使用传统数据增强的Mask R-CNN、U-Net模型, 本文算法在分割IoU指标上分别实现了0.22%和0.85%的提升。依托洛阳栾川龙宇钼矿的边坡工程开展验证, 所提出的三阶段系统工作流程对于提升大尺度内裂隙的识别与分割效果具有积极的促进作用, mIoU值较不使用三阶段系统工作流程时显著提升了7.09%, 满足工程实时监测需求。所提方案可为高陡岩质边坡工程灾害预警提供新的技术路径。Abstract: The joints and fissures produced by the surface deterioration of rock slopes in open pit mines are the key factors inducing landslides, and timely and accurate fissure detection is an important prerequisite for mining safety. Aiming at the problems of single fissure morphology generated by traditional data enhancement algorithms and the existing slope fissure monitoring methods being limited to local image analysis, a method for detecting fissuress in rock slopes of large-scale open-pit mines using Copy-Paste algorithm has been proposed, in which the fissure morphology is augmented by the Copy-Paste algorithm, and then a three-phase system workflow is established with sliding window algorithm-U-Net accurate segmentation-panoramic feature stitching to overcome the problems of lost and false detection of fissure features in large-scale scenes. The experimental results show that the proposed scheme results in a significant increase in the diversity of cleft samples, and the algorithm achieves 0.22% and 0.85% improvement in the segmentation IoU metrics when compared to the Mask R-CNN and U-Net models using traditional data enhancement, respectively. The slope project of Luoyang Luanchuan Longyu Molybdenum Mine is used for validation, showing the proposed three-phase system workflow has a positive role in promoting the identification and segmentation effect of large-scale fissures, with the mIoU value significantly increasing by 7.09% compared to that the three-phase system workflow is not used. The proposed scheme provides a new technical approach for disaster warning in steep rock slope engineering.
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