Abstract
Structure from Motion (SfM)/Photogrammetry is a powerful mapping tool in extracting three-dimensional (3D) models from photographs. This method has been applied to a range of applications, including monitoring of infrastructure systems. This technique could potentially become a substitute, or at least a complement, for costlier approaches such as laser scanning for infrastructure monitoring. This study expands on previous investigations, which utilize photogrammetry point cloud data to measure failure mode behavior of a retaining wall model, emphasizing further robust spatial testing. In this study, a comparison of two commonly used photogrammetry software packages was implemented to assess the computing performance of the method and the significance of control points in this approach. The impact of control point selection, as part of the photogrammetric modeling processes, was also evaluated. Comparisons between the two software tools reveal similar performances in capturing quantitative changes of a retaining wall structure. Results also demonstrate that increasing the number of control points above a certain number does not, necessarily, increase 3D modeling accuracies, but, in some cases, their spatial distribution can be more critical. Furthermore, errors in model reproducibility, when compared with total station measurements, were found to be spatially correlated with the arrangement of control points.
Highlights
Structure from Motion (SfM)/Digital Photogrammetry provides the ability to build three-dimensional (3D) models from two-dimensional (2D) images [1,2]
The relative space coordinate locations of the control points were determined in each of these scenarios, which were compared to the ground truth total station measurements
This study presents the evaluation of two widely-used photogrammetry software packages for capturing spatial and displacement changes of a retaining wall model
Summary
Structure from Motion (SfM)/Digital Photogrammetry provides the ability to build three-dimensional (3D) models from two-dimensional (2D) images [1,2]. Comparing 3D models built from images acquired at different times, can be used to analyze deformation or displacement of an object over that time frame [3]. In this regard, imaging technologies can enable readily-accessible processed spatial data for assessment of infrastructure systems [4,5,6,7]. The demand for an effective asset management protocol is growing for geotechnical infrastructure, such as retaining walls, for improving operations and enhancing safety at a minimal cost, while enabling conformity assessment results for structures [10,11,12,13]
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