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Development of a new methodology for measuring deformation in tunnels and shafts with terrestrial laser scanning (LiDAR) using elliptical fitting algorithms.

机译:开发了一种新的方法,利用椭圆拟合算法,利用地面激光扫描(LiDAR)测量隧道和竖井中的变形。

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摘要

Three dimensional laser scanning, also known as Light Detection and Ranging (LiDAR) has quickly been expanding in its applications in the field of geological engineering due to its ability to rapidly acquire highly accurate three dimensional positional data. Recently is has been shown that LiDAR scanning can be easily integrated into an excavation sequence in an underground environment for the purpose of collecting rockmass and discontinuity information. As scans are often taken multiple times of the same environment, the next logical application of LiDAR scanning is for monitoring for change and deformation.;Traditionally, deformation and change in an underground environment is measured using a series of five or more permanent control points installed around the profile of an excavation. Using LiDAR for profile analysis provides many benefits as compared to traditional monitoring techniques. Due to the high density of the point cloud data, the change in profile is able to be fully characterized, and areas of anomalous movement can easily be separated from overall closure trends. Furthermore, monitoring with LiDAR does not require the permanent installation of control points, therefore monitoring can be completed more quickly after excavation, and scanning is non-invasive therefore no damage is done during the installation of temporary control points.;The main drawback of using LiDAR scanning for deformation monitoring is that the raw point accuracy is generally the same magnitude as the smallest level of deformations that need to be measured. To overcome this, statistical techniques for profile analysis must be developed. This thesis outlines the development one such method, called the Elliptical Fit Analysis (EFA) and LiDAR Profile Analysis (EFA) for tunnel and shaft convergence analysis. Testing of the EFA and LPA has proved the robustness of this technique in its ability to deal with accuracy and precision issues associated with LiDAR scanning.
机译:三维激光扫描,也称为光检测和测距(LiDAR),由于其能够快速获取高精度的三维位置数据的能力,因此在地质工程领域的应用已迅速扩展。最近已经显示出,LiDAR扫描可以很容易地集成到地下环境中的挖掘序列中,以收集岩石质量和不连续性信息。由于扫描通常是在同一环境中进行的多次,因此LiDAR扫描的下一个逻辑应用是监视变化和变形;传统上,地下环境中的变形和变化是通过安装五个或多个永久控制点来测量的围绕挖掘的轮廓。与传统的监视技术相比,使用LiDAR进行轮廓分析具有许多优势。由于点云数据的高密度,轮廓变化可以得到充分表征,异常运动的区域可以很容易地与总体封闭趋势区分开。此外,使用LiDAR进行监视不需要永久安装控制点,因此在开挖后可以更快地完成监视,并且扫描是非侵入性的,因此在安装临时控制点时不会造成损坏。 LiDAR扫描用于变形监测的原因是,原始点精度通常与需要测量的最小变形水平相同。为了克服这个问题,必须开发用于轮廓分析的统计技术。本文概述了这种方法的发展,称为椭圆拟合分析(EFA)和LiDAR轮廓分析(EFA),用于隧道和竖井收敛分析。对EFA和LPA的测试证明了该技术在处理与LiDAR扫描相关的精度和精度问题方面的强大能力。

著录项

  • 作者

    Delaloye, Dani.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Geotechnology.
  • 学位 M.A.Sc.
  • 年度 2012
  • 页码 218 p.
  • 总页数 218
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:42:51

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