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Three-Dimensional Laser Scanning for Geometry Documentation and Construction Management of Highway Tunnels during Excavation

机译:开挖过程中的三维激光扫描几何文档和公路隧道施工管理

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摘要

Driven by progress in sensor technology, computer software and data processing capabilities, terrestrial laser scanning has recently proved a revolutionary technique for high accuracy, 3D mapping and documentation of physical scenarios and man-made structures. Particularly, this is of great importance in the underground space and tunnel construction environment as surveying engineering operations have a great impact on both technical and economic aspects of a project. This paper discusses the use and explores the potential of laser scanning technology to accurately track excavation and construction activities of highway tunnels. It provides a detailed overview of the static laser scanning method, its principles of operation and applications for tunnel construction operations. Also, it discusses the planning, execution, data processing and analysis phases of laser scanning activities, with emphasis given on geo-referencing, mesh model generation and cross-section extraction. Specific case studies are considered based on two construction sites in Greece. Particularly, the potential of the method is examined for checking the tunnel profile, producing volume computations and validating the smoothness/thickness of shotcrete layers at an excavation stage and during the completion of excavation support and primary lining. An additional example of the use of the method in the geometric documentation of the concrete lining formwork is examined and comparisons against dimensional tolerances are examined. Experimental comparisons and analyses of the laser scanning method against conventional surveying techniques are also considered.
机译:在传感器技术,计算机软件和数据处理能力的进步推动下,地面激光扫描最近被证明是一种革命性的技术,可用于对物理场景和人造结构进行高精度,3D映射和记录。特别是,这在地下空间和隧道施工环境中非常重要,因为勘测工程运营对项目的技术和经济方面都具有重大影响。本文讨论了激光扫描技术在准确跟踪公路隧道的开挖和施工活动中的用途,并探讨了其潜力。它详细介绍了静态激光扫描方法,其工作原理以及在隧道施工中的应用。此外,它还讨论了激光扫描活动的计划,执行,数据处理和分析阶段,重点是地理参考,网格模型生成和横截面提取。考虑了基于希腊两个建筑工地的具体案例研究。特别是,在开挖阶段以及在开挖支护和基层衬砌完成期间,将检查该方法的潜力,以检查隧道剖面,进行体积计算并验证喷射混凝土层的光滑度/厚度。检查了该方法在混凝土衬砌模板的几何文件中使用的其他示例,并检查了与尺寸公差的比较。还考虑了将激光扫描方法与常规测量技术进行实验比较和分析。

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