ISSN 2096-4498

   CN 44-1745/U

二维码

Tunnel Construction ›› 2021, Vol. 41 ›› Issue (5): 795-802.DOI: 10.3973/j.issn.2096-4498.2021.05.013

Previous Articles     Next Articles

Study and Application of a Multidimensional Large Deformation Monitoring Method Based on Image Point Cloud for Primary Support of a Tunnel 

ZHANG Yu1, YANG Junsheng2, ZHU Zhiheng2, *, TANG Zhiyang1, CHEN Wei3, FU Jinyang2   

  1. (1. Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou 510000, Guangdong, China; 2. School of Civil Engineering, Central South University, Changsha 410075, Hunan, China; 3. Yunnan Lixiang Expressway Investment Development Co., Ltd., Kunming 650217, Yunan, China)

  • Online:2021-05-20 Published:2021-05-29

Abstract: The traditional deformation monitoring method for primary support settlement in tunnels has many disadvantages, such as its dependence on single point measurement, sparse deformation monitoring points, lack of visual effect, and difficulty in finding deformed areas without monitoring points. Therefore, in this study, a computer vision image pointbased multidimensional deformation monitoring method for monitoring the tunnel primary support is proposed. It can be used to monitor and analyze the threedimensional overall deformation of tunnel primary support and twodimensional deformation of the crown settlement, perimeter convergence, and typical fullface deformation. The applicable results of the method show that the proposed method can comprehensively and intuitively obtain the deformation characteristics of the tunnel, and it is a supplement and improvement to traditional monitoring methods and provides a solution for tunnel construction monitoring. The deformation monitoring results can provide detailed data for studying the deformation law and characteristics of tunnel surrounding rock.

Key words: tunnel primary support, deformation monitoring, computer vision, image point cloud, crown settlement, perimeter convergence

CLC Number: