测绘通报 ›› 2026, Vol. 0 ›› Issue (10): 12-20.doi: 10.13474/j.cnki.11-2246.2026.1002

• 滑坡灾害识别 • 上一篇    

融合双向最近邻匹配与局部平面拟合的无控制点滑坡三维形变监测

王雨扬1,2, 黄海峰1,2, 郭若岚1,2, 庞亚宸3, 董小格1,2, 李婧茹1,2   

  1. 1. 三峡大学湖北长江三峡滑坡国家野外科学观测研究站, 湖北 宜昌 443002;
    2. 三峡大学三峡库区地质灾害教育部重点实验室, 湖北 宜昌 443002;
    3. 华中科技大学电子信息学院, 湖北 武汉 430074
  • 收稿日期:2026-01-23 发布日期:2026-11-06
  • 通讯作者: 黄海峰。E-mail:hhf@ctgu.edu.cn
  • 作者简介:王雨扬(1999—),女,硕士生,主要研究方向为地质灾害监测与防治。E-mail:17720457679@163.com
  • 基金资助:
    国家自然科学基金(U21A2031;42007237;42107489)

A control-point-free method for 3D landslide deformation monitoring using bidirectional nearest neighbor matching and local plane fitting

Wang Yuyang1,2, Huang Haifeng1,2, Guo Ruolan1,2, Pang Yachen3, Dong Xiaoge1,2, Li Jingru1,2   

  1. 1. National Field Observation and Research Station of Landslides in Three Gorges Reservoir Area of Yangtze River, China Three Gorges University, Yichang 443002, China;
    2. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang 443002, China;
    3. School of Electronic Information, Huazhong University of Science and Technology, Wuhan 430074, China
  • Received:2026-01-23 Published:2026-11-06

摘要: [目的] 针对山区滑坡监测中,无人机载LiDAR多时序点云在无稳定控制点条件下因依赖精细配准而导致位移反演精度不足等问题,本文提出了一种基于双向最近邻(BNN)匹配与局部平面拟合的滑坡三维形变监测方法。[方法] 首先通过航带平差、去噪及地面点滤波构建多期地面点云;然后利用BNN匹配筛选强匹配点对,并利用局部平面拟合分解水平与垂直位移分量;最后采用加权主成分分析反演滑坡三维位移场及主滑方向。[结果] 以三峡库区土地岭滑坡为例开展的试验结果表明,在无外部控制点条件下,该方法可稳定提取2~3 cm水平位移变化,与GNSS监测值相比绝对误差为4~6 mm,位移方向与滑坡主滑方向一致。[结论] 相比DEM差分、C2C及M3C2方法,本文方法有效减弱了复杂地形条件下的配准误差累积,在无控制点场景下具有较好的适应性与可靠性,可为植被覆盖区滑坡形变监测与灾害预警提供技术支持。

关键词: 无人机载LiDAR, 滑坡形变监测, 双向最近邻匹配, 局部平面拟合, 无控制点监测, 位移场反演

Abstract: [Purposes] To address the issues of insufficient displacement inversion accuracy in landslide monitoring using multi-temporal UAV LiDAR point clouds under conditions of fine registration requirements and lack of stable control points in mountainous areas,a 3D deformation monitoring method for landslides based on bidirectional nearest-neighbor(BNN) matching and local plane fitting is proposed. [Methods] Firstly,multi-temporal ground point clouds are constructed through flight strip adjustment,noise removal,and ground point filtering.Then,strong-matching point pairs are selected via bidirectional nearest-neighbor matching,and horizontal and vertical displacements are decomposed using local plane fitting.Finally,weighted principal component analysis is applied to invert the 3D displacement field and determine the primary sliding direction. [Findings] Experiments conducted on the Tudi Ridge landslide in the Three Gorges Reservoir area demonstrate that,without external control points,the method can stably detect horizontal displacement changes as small as 2~3 cm,with an absolute error of 4~6 mm compared to GNSS measurements,and the displacement direction aligns well with the main sliding direction of the landslide. [Conclusions] Compared with DEM differencing,C2C,and M3C2 methods,this approach effectively reduces the accumulation of registration errors in complex terrain,showing good adaptability and reliability in scenarios lacking control points,thus providing technical support for landslide deformation monitoring and disaster early warning in vegetated areas.

Key words: UAV-borne LiDAR, landslide deformation monitoring, bidirectional nearest-neighbor matching, local plane fitting, control-point-free monitoring, displacement field inversion

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