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Bibliographic Details
Main Authors: Zhao, Yang, Fan, Lei, Seo, Hyungjoon
Format: Preprint
Published: 2023
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Online Access:https://arxiv.org/abs/2301.04811
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author Zhao, Yang
Fan, Lei
Seo, Hyungjoon
author_facet Zhao, Yang
Fan, Lei
Seo, Hyungjoon
contents Retaining walls are often built to prevent excessive lateral movements of the ground surrounding an excavation site. During an excavation, failure of retaining walls could cause catastrophic accidents and hence their lateral deformations are monitored regularly. Laser scanning can rapidly acquire the spatial data of a relatively large area at fine spatial resolutions, which is ideal for monitoring retaining walls' deformations. This paper attempts to apply laser scanning to measurements of the lateral deformations of a soil mixing retaining wall at an ongoing excavation site. Reference measurements by total station and inclinometer were also conducted to verify those from the laser scanning. The deformations derived using laser scanning data were consistent with the reference measurements at the top part of the retaining wall (i.e., mainly the ring beam of the wall). This research also shows that the multi-scale-model-to-model method was the most accurate deformation estimation method on the research data.
format Preprint
id arxiv_https___arxiv_org_abs_2301_04811
institution arXiv
publishDate 2023
record_format arxiv
spellingShingle Deformation measurement of a soil mixing retaining wall using terrestrial laser scanning
Zhao, Yang
Fan, Lei
Seo, Hyungjoon
Computer Vision and Pattern Recognition
Image and Video Processing
Retaining walls are often built to prevent excessive lateral movements of the ground surrounding an excavation site. During an excavation, failure of retaining walls could cause catastrophic accidents and hence their lateral deformations are monitored regularly. Laser scanning can rapidly acquire the spatial data of a relatively large area at fine spatial resolutions, which is ideal for monitoring retaining walls' deformations. This paper attempts to apply laser scanning to measurements of the lateral deformations of a soil mixing retaining wall at an ongoing excavation site. Reference measurements by total station and inclinometer were also conducted to verify those from the laser scanning. The deformations derived using laser scanning data were consistent with the reference measurements at the top part of the retaining wall (i.e., mainly the ring beam of the wall). This research also shows that the multi-scale-model-to-model method was the most accurate deformation estimation method on the research data.
title Deformation measurement of a soil mixing retaining wall using terrestrial laser scanning
topic Computer Vision and Pattern Recognition
Image and Video Processing
url https://arxiv.org/abs/2301.04811