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Bearing Capacity Mechanism of Geocell Reinforced Soil Foundations Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Determining the Refraction Coefficient Based on the Differences of the Measured and Known Zenith Distances in Short-Distance Trigonometric Leveling

Authors : Yulia Lobanowa, Mikhail Bryn, Evgeniy Svintsov

Published in: Transportation Soil Engineering in Cold Regions, Volume 2

Publisher: Springer Singapore

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Abstract

This article provides a systematization of the main errors affecting the results of determining relative heights by unilateral trigonometric leveling. The zenith distance determination accuracy vs the height of the instrument, the known elevation and the distance between stations has been pre-calculated. Refraction is the main factor preventing the use of the accuracy capabilities of modern electronic tacheometers. The results of daily experimental studies to determine the refraction coefficient are presented, and the results obtained have been analyzed.

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previous chapter Bridge Leveling Network Monitoring in Construction on Highly Heaving Soils
next chapter Features of Engineering Surveys in Areas of Permafrost Prevalence by the Example of the Project “Northern Latitudinal Way”
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Metadata
Title
Determining the Refraction Coefficient Based on the Differences of the Measured and Known Zenith Distances in Short-Distance Trigonometric Leveling
Authors
Yulia Lobanowa
Mikhail Bryn
Evgeniy Svintsov
Copyright Year
2020
Publisher
Springer Singapore
Book
Transportation Soil Engineering in Cold Regions, Volume 2

Print ISBN: 978-981-15-0453-2

Electronic ISBN: 978-981-15-0454-9

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-0454-9_22