Utility corridor settlement monitoring by laying features from multiple planes

Kuigang LIU, Changjun SUN, Chunwang ZHANG, Jiapeng DU, Jiayu CHEN

Journal of Tsinghua University(Science and Technology) ›› 2025, Vol. 65 ›› Issue (1) : 71-79.

PDF(3806 KB)
PDF(3806 KB)
Journal of Tsinghua University(Science and Technology) ›› 2025, Vol. 65 ›› Issue (1) : 71-79. DOI: 10.16511/j.cnki.qhdxxb.2024.22.054
Special Section: Construction Management

Utility corridor settlement monitoring by laying features from multiple planes

Author information +
History +

Abstract

Objective: The condition of utility corridors, a critical component of urban infrastructure, is crucial for the public safety. However, underground utility corridors often have long routes and traverse complex geological areas, making structural inspections extremely difficult. Disturbances such as ground deformation, loads from the overlying strata and surrounding buildings, and nearby construction activities can cause uneven settlement, leading to severe cracking and leakage. Existing settlement sensing devices, such as stress-strain sensors, fiber-optic sensors, and inspection cameras, are often expensive and complex to install. This study proposes a more efficient and simplified vision-based method for radial monitoring of utility corridor sections using multiple feature planes. Methods: This study employed a template matching method to track target movements across multiple planes. By tracking predefined targets and detecting circles within the region of interest using the Hough circle transform, spatial changes were recorded. The template matching algorithm determined the spatial position of detection targets in consecutive frames for each monitoring section. The matching algorithm generated a similarity index for the detection target, and by integrating all detection results, a similarity matrix could be obtained. This matrix helped detect target positions across frames by mapping indices of the extrema and scaling factors to the original frames. The proposed method then adjusted and integrated these scaling factors to achieve real-time settlement detection of multiple radial sections. The underground utility corridor beneath the Ciyunsi Bridge in Beijing was used as a case study to validate this method. Results: The experimental results yield the following major findings: (1) Detection errors increase as sections move further from the camera but stabilize over time. After five days, errors for sections at 15 m and 30 m converge faster, reaching -5 mm and -8 mm, respectively. (2) Clearance convergence errors can mirror settlement trends, with smaller errors near the camera and larger for sections further away. Yet, all errors converge to specific boundary values. Sections at 45 m and 60 m, which have larger errors, converge to -12 mm and -16 mm, respectively. (3) Environmental factors have minimal impact on errors, particularly in sections close to the camera. Temperature and humidity have a greater impact on the 45-m section, but the correlation coefficient is still low, indicating a limited effect on errors. The correlation between radial convergence errors and environmental factors is similarly low, showing that environmental impacts are minimal. Conclusions: This study introduces a reliable detection technique leveraging computer vision detection technology by overlaying multiple detection sections and independently adjusting scaling factors. By harnessing radial space features in utility corridors and overlaying independent detection sections, the method enhances the data collection efficiency of the detection equipment. Additionally, overlaying scene pixel points improves data storage efficiency.

Key words

computer vision / settlement monitoring / tunnel engineering / utility corridor

Cite this article

Download Citations
Kuigang LIU , Changjun SUN , Chunwang ZHANG , et al . Utility corridor settlement monitoring by laying features from multiple planes[J]. Journal of Tsinghua University(Science and Technology). 2025, 65(1): 71-79 https://doi.org/10.16511/j.cnki.qhdxxb.2024.22.054

References

1
赵庆林, 王克忠, 刘磊. 精密水准测量的施测及精度分析[J]. 黑龙江科技信息, 2011 (9): 55- 56.
ZHAO Q L , WANG K Z , LIU L . Precision leveling measurement implementation and accuracy analysis[J]. Heilongjiang Science and Technology Information, 2011 (9): 55- 56.
2
张智韬, 黄兆铭, 杨江涛. 全站仪三角高程测量方法及精度分析[J]. 西北农林科技大学学报(自然科学版), 2008, 36 (9): 229- 234.
ZHANG Z T , HUANG Z M , YANG J T . Accuracy analysis and approaches of total station triangle elevation surveying[J]. Journal of Northwest A & F University (Natural Science Edition), 2008, 36 (9): 229- 234.
3
何晓业. 静力水准系统在大科学工程中的应用及发展趋势[J]. 核科学与工程, 2006, 26 (4): 332- 336.
HE X Y . Application of hydrostatic leveling system in key scientific engineering and its developing tendency[J]. Chinese Journal of Nuclear Science and Engineering, 2006, 26 (4): 332- 336.
4
宋宜宁. 三维激光扫描技术在建筑施工阶段的应用成熟度研究[D]. 徐州: 中国矿业大学, 2022.
SONG Y N. Research on the maturity of 3D laser scanning technology application in the construction stage[D]. Xuzhou: China University of Mining and Technology, 2022. (in Chinese)
5
张政. 三维激光扫描技术的原理简述及应用研究概况[J]. 建材与装饰, 2016 (27): 213, 214.
ZHANG Z . A brief introduction to the principle of 3D laser scanning technology and an overview of its application research[J]. Construction Materials & Decoration, 2016 (27): 213, 214.
6
袁长征, 滕德贵, 胡波, 等. 三维激光扫描技术在地铁隧道变形监测中的应用[J]. 测绘通报, 2017 (9): 152- 153.
YUANG C Z , TENG D G , HU B , et al. Application of 3D laser scanning technology in deformation monitoring of subway tunnels[J]. Bulletin of Surveying and Mapping, 2017 (9): 152- 153.
7
成枢, 查天宇, 黄小斌, 等. 移动式三维激光扫描技术在地铁隧道变形监测中的应用[J]. 测绘地理信息, 2021, 46 (5): 13- 16.
CHENG S , ZHA T Y , HUANG X B , et al. Application of mobile 3D laser scanning technology in deformation monitoring of subway tunnels[J]. Journal of Geomatics, 2021, 46 (5): 13- 16.
8
王蕾, 徐云涛, 毛哲凯. 基于分布式光纤传感器的地下原水管道(廊)沉降监测研究[J]. 传感技术学报, 2023, 36 (5): 833- 838.
WANG L , XU Y T , MAO Z K . Research on settlement monitoring method of underground pipe gallery segment based on distributed optical fiber sensor[J]. Chinese Journal of Sensors and Actuators, 2023, 36 (5): 833- 838.
9
KIM J , CHI S . Multi-camera vision-based productivity monitoring of earthmoving operations[J]. Automation in Construction, 2020, 112, 103121.
10
BELLONI V , SJÖLANDER A , RAVANELLI R , et al. Crack monitoring from motion (CMfM): Crack detection and measurement using cameras with non-fixed positions[J]. Automation in Construction, 2023, 156, 105072.
11
SATO R , KAMEZAKI M , YAMADA M , et al. Environmental camera placements for skilled operators in unmanned construction[J]. Automation in Construction, 2020, 119, 103294.
12
黄美玲, 张伯珩, 边川平, 等. CCD和CMOS图像传感器性能比较[J]. 科学技术与工程, 2007, 7 (2): 249- 251.
HUANG M L , ZHANG B H , BIAN C P , et al. Character comparison of CCD and CMOS image sensor[J]. Science Technology and Engineering, 2007, 7 (2): 249- 251.
13
张五一, 赵强松, 王东云. 机器视觉的现状及发展趋势[J]. 中原工学院学报, 2008, 19 (1): 9-12, 15.
ZHANG W Y , ZHAO Q S , WANG D Y . Actualities and developing trend of machine vision[J]. Journal of Zhongyuan University of Technology, 2008, 19 (1): 9-12, 15.
14
ZHUANG Y Z , CHEN W M , JIN T , et al. A review of computer vision-based structural deformation monitoring in field environments[J]. Sensors, 2022, 22 (10): 3789.
15
叶肖伟, 董传智. 基于计算机视觉的结构位移监测综述[J]. 中国公路学报, 2019, 32 (11): 21- 39.
YE X W , DONG C Z . Review of computer vision-based structural displacement monitoring[J]. China Journal of Highway and Transport, 2019, 32 (11): 21- 39.
16
CHAN T H T , ASHEBO D B , TAM H Y , et al. Vertical displacement measurements for bridges using optical fiber sensors and CCD cameras: A preliminary study[J]. Structural Health Monitoring, 2009, 8 (3): 243- 249.
17
ZHANG J F , CHU W H , TU W X , et al. Computer vision-based monitoring method for differential settlement of shield tunnels[J]. Journal of Physics: Conference Series, 2023, 2519 (1): 012057.
18
凌壮志, 刘贺, 王旭. 视觉传感技术在深基坑坑周土体沉降监测中的应用研究[J]. 地基处理, 2021, 3 (6): 532- 537.
LING Z Z , LIU H , WANG X . Application of visual sensing technology in soil settlement monitoring around deep foundation pit[J]. Journal of Ground Improvement, 2021, 3 (6): 532- 537.
19
ZHAN Y L , HUANG Y Y , FAN Z H , et al. Computer vision-based pier settlement displacement measurement of a multispan continuous concrete highway bridge under complex construction environments[J]. Structural Control and Health Monitoring, 2024, 2024 (1): 1866665.
20
蒋进波. 基于计算机视觉的深基坑周边密集建筑群沉降监测方法[J]. 建筑结构, 2022, 52 (S2): 2451- 2458.
JIANG J B . Settlement monitoring method of dense buildings around deep foundation pit based on computer vision[J]. Building Structure, 2022, 52 (S2): 2451- 2458.
21
LIU T , LEI Y , MAO Y B . Computer vision-based structural displacement monitoring and modal identification with subpixel localization refinement[J]. Advances in Civil Engineering, 2022, 2022 (1): 5444101.
22
AL-QUDAH S , YANG M J . Large displacement detection using improved Lucas-Kanade optical flow[J]. Sensors, 2023, 23 (6): 3152.

RIGHTS & PERMISSIONS

All rights reserved. Unauthorized reproduction is prohibited.
PDF(3806 KB)

Accesses

Citation

Detail

Sections
Recommended

/