Deep learning-based identification of rock discontinuities on 3D model of tunnel face

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-01-17 DOI:10.1016/j.tust.2025.106403
Chuyen Pham , Byung-Chan Kim , Hyu-Soung Shin
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Abstract

Discontinuity mapping on tunnel faces is crucial for assessing stability and determining the need for additional reinforcement during tunnel construction. The traditional manual mapping approach is time-consuming and error-prone, necessitating a more accurate and efficient approach. This study explores a novel approach using photogrammetry to reconstruct digital 3D models of tunnel faces, enabling comprehensive discontinuity characterization without any time restriction. Despite challenges in image data collection and processing procedures, photogrammetry proves to be a viable alternative to LiDAR scanning for reconstructing precise 3D models of tunnel faces. Additionally, a deep learning technique is proposed to automatically identify rock mass discontinuities departing from massive random fractures on the 3D tunnel face. Since working directly with 3D models in deep learning is still challenging, the 3D tunnel face model is projected into four 2D images (i.e., RGB, depth map, normal vector, and curvature images) encompassing all necessary information of the 3D model. Afterward, a 2D semantic segmentation deep learning model is trained to identify areas of discontinuity based on the projected multi-2D images. Finally, the identified discontinuities are re-projected onto the 3D model to accurately reflect their original 3D context. Our results indicate that the proposed approach not only automatically and accurately quantifies rock discontinuities but also minimizes subjectivity inherent in manual judgment.
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基于深度学习的隧道工作面三维模型岩体结构面识别
在隧道施工过程中,隧道表面的不连续面映射对于评估稳定性和确定是否需要额外加固至关重要。传统的手工映射方法耗时且容易出错,因此需要一种更准确、更有效的方法。本研究探索了一种利用摄影测量重建隧道面数字三维模型的新方法,从而在不受任何时间限制的情况下实现全面的不连续特征描述。尽管在图像数据收集和处理过程中存在挑战,但摄影测量被证明是激光雷达扫描重建隧道表面精确3D模型的可行替代方案。此外,还提出了一种深度学习技术,用于自动识别三维巷道工作面上脱离大量随机裂缝的岩体结构面。由于在深度学习中直接使用3D模型仍然具有挑战性,因此3D隧道表面模型被投影成四个2D图像(即RGB,深度图,法向量和曲率图像),其中包含了3D模型的所有必要信息。然后,训练二维语义分割深度学习模型,根据投影的多二维图像识别不连续区域。最后,识别出的不连续点被重新投影到3D模型上,以准确地反映其原始的3D环境。结果表明,该方法不仅可以自动准确地量化岩石不连续面,而且可以最大限度地减少人工判断的主观性。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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