The impact of supplementary measurements on high-accuracy leveling under two-horizon conditions

Engineering Surveying & Deformation Monitoring

Authors

First and Last Name Academic degree E-mail Affiliation
Igor Trevoho Sc.D. trevoho [at] gmail.com Lviv Polytechnic National University
Lviv, Ukraine
Ievgen Ilkiv Ph.D. evgen_ilkiv [at] ukr.net Ivano-Frankivsk National Technical University of Oil and Gas
Ivano-Frankivsk, Ukraine
Dmytro Zhytar No zhytardima2003 [at] gmail.com Ivano-Frankivsk National Technical University of Oil and Gas
Ivano-Frankivsk, Ukraine
Ievgen Lavrishko No mirnychyj [at] gmail.com CEO & owner
Lviv, Ukraine

I and my co-authors (if any) authorize the use of the Paper in accordance with the Creative Commons CC BY license

First published on this website: 21.08.2024 - 15:54
Abstract 

High-precision geometric leveling is used to monitor the deformations of engineering structure foundations. This article investigates the impact of changing the position of the rail feet on the accuracy of digital leveling and proposes a methodology for assessing this influence. The results indicate that when the accuracy of determining the change in rail position significantly exceeds the reading accuracy, the leveling accuracy remains nearly unaffected. However, if the accuracy of determining the change in rail position is equal to the reading accuracy, the leveling accuracy decreases by 15%.

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