基于地面激光扫描的隧道初始支护平整度自动量化与评估

IF 8.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-07-01 Epub Date: 2025-03-06 DOI:10.1016/j.tust.2025.106551
Shi Qiu , Chunzhong Xiao , Jin Wang , Weidong Wang , Chengbo Ai , Yangming Luo , Xiao Wei
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引用次数: 0

摘要

初始支护表面平整度的量化与评价在质量验收过程中起着至关重要的作用。目前,传统的测量方法主要依靠人工检测,耗时长,容易产生误差。本研究提出了一种利用地面激光扫描技术对初始支撑面平整度进行自动测量和评估的方法。提出了一种新颖的方法,即用曲面函数表示偏移标高基准面。针对现有标准体系初始支撑面平整度评价指标的局限性,提出了以波动幅度和均匀度为重点的5个三维指标。进行了现场试验,评价指标的结果以彩色云图的形式呈现。偏差值采用全站仪沿隧道拱顶轴线测量各控制点坐标计算,平均错误率为3.55%。实验结果验证了该方法的有效性和准确性。
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Automated flatness quantization and assessment for tunnel initial support based on terrestrial laser scanning
The quantification and assessment of the surface flatness of the initial tunnel support play a crucial role in the quality acceptance process. Currently, the traditional measurement method predominantly relies on manual inspection, which is time-consuming and susceptible to errors. This study proposes an automated measurement and evaluation method for assessing the flatness of the initial support surface, utilizing terrestrial laser scanning technology. An innovative approach is introduced through the offset elevation datum expressed by a surface function. Furthermore, to address the limitations of the existing standard system’s evaluation indicators for initial support surface flatness, five three-dimensional indicators are proposed, focusing on undulation amplitude and uniformity. Field tests are conducted, and the results of the evaluation indicators are presented in the form of color cloud diagrams. The deviation values are calculated by measuring the coordinates of the control points along the tunnel vault axis using a total station, yielding an average error rate of 3.55%. This result verifies the effectiveness and accuracy of the proposed method.
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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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