Accuracy Analysis for 3D Model Measurement Based on Digital Close-range Photogrammetry Technique for the Deep Foundation Pit Deformation Monitoring

被引:0
|
作者
Lei-lei Guan
Yong-gui Chen
Rao-ping Liao
机构
[1] Tongji University,Key Laboratory of Geotechnical and Underground Engineering, Department of Geotechnical Engineering
来源
KSCE Journal of Civil Engineering | 2023年 / 27卷
关键词
Deep foundation pit; 3D modeling technique; Digital close-range photogrammetry; Deformation measurement; Accuracy analysis;
D O I
暂无
中图分类号
学科分类号
摘要
The deformation of deep foundation pits (DFP) may pose a huge potential threat to the safety of the bracing system and the surrounding environment. A large amount of deformation data facilitates the deformation prediction of DFP and the dynamic adjustment of the bracing scheme. This study proposes and validates a 3D modeling technique based on digital close-range photogrammetry, which can obtain sufficient deformation data and enhance the understanding of deformation patterns. Two typical sets of deformation experiments, namely the vertical deformation test and the horizontal deformation test, were conducted to examine the viability and accuracy of 3D model measurement. Furthermore, the factors affecting the accuracy of the measurement were discussed in detail. The results indicate that the measurement accuracy of 3D models can reach millimeter-level or even sub-millimeter level. The measurement accuracy is affected by the coupling of the pixel resolution of CCD, focal length, photographic distance, and photographic baseline. The increase in the pixel resolution of CCD and focal length improve the measurement accuracy of 3D model measurement, but increasing photographic distance shows the opposite trend. The ratio of photographic baseline to photographic distance (BDR) has a much greater effect on accuracy than other factors. The photographic distance with a resolution of less than 1.0mm and the BDR value of 0.6–1.8 are recommended. Based on the results, it is found that this technique can be adopted as an effective monitoring method in DFP deformation monitoring due to the high precision and labor-saving.
引用
收藏
页码:577 / 589
页数:12
相关论文
共 50 条
  • [1] Accuracy Analysis for 3D Model Measurement Based on Digital Close-range Photogrammetry Technique for the Deep Foundation Pit Deformation Monitoring
    Guan, Lei-lei
    Chen, Yong-gui
    Liao, Rao-ping
    KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 27 (02) : 577 - 589
  • [2] Application of Close-range Photogrammetry in Foundation Pit Monitoring
    Han Tongyin
    Shang Yanliang
    Du Shouji
    Bao Lin
    PROCEEDINGS OF THE 2ND INTERNATIONAL FORUM ON MANAGEMENT, EDUCATION AND INFORMATION TECHNOLOGY APPLICATION (IFMEITA 2017), 2017, 130 : 502 - 505
  • [3] 3D Model Reconstruction Based on Close-range Photogrammetry
    Zeng, Wei
    Zhong, Sidong
    Yao, Yuan
    Shao, Zhenfeng
    INFORMATION TECHNOLOGY APPLICATIONS IN INDUSTRY, PTS 1-4, 2013, 263-266 : 2393 - +
  • [4] Research on Structural Deformation Monitoring Based on Digital Close-Range Photogrammetry Technology
    Lu, Jue
    Zheng, Bo
    PROCEEDINGS OF THE 2024 8TH INTERNATIONAL CONFERENCE ON CIVIL ARCHITECTURE AND STRUCTURAL ENGINEERING, ICCASE 2024, 2024, 33 : 433 - 442
  • [5] Monitoring excavations using 3D Laser Scanning and Digital Close-Range Photogrammetry
    Trupp, T
    Liu, L
    Hashash, Y
    NORTH AMERICAN TUNNELING 2004, 2004, : 337 - 343
  • [6] Edge-Based Close-Range Digital Photogrammetry for Structural Deformation Measurement
    Ye, Jian
    Fu, Gongkang
    Poudel, Upendra P.
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2011, 137 (07): : 475 - 483
  • [7] Application of Structural Deformation Monitoring Based on Close-Range Photogrammetry Technology
    Hu, Jun
    Liu, Ensheng
    Yu, Jiayu
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [8] 3-D measurement of structural vibration using digital close-range photogrammetry
    Lee, Hyoseong
    Rhee, Huinam
    SENSORS AND ACTUATORS A-PHYSICAL, 2013, 196 : 63 - 69
  • [9] A deformation measurement system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysis
    White, DJ
    Take, WA
    Bolton, MD
    Munachen, SE
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 539 - 542
  • [10] Study on close-range photogrammetry based on nonparameteric measurement model
    Guo, Yin, 1600, Chinese Optical Society (34):