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e-Zbornik, Electronic Collection of Papers of the Faculty of Civil Engineering, Vol. 8 No. 15, 2018.

Professional paper

ANALYSIS OF LEVELING NETWORK OF VIADUCT KOŠEVO

Admir Mulahusić ; Faculty of Civil Engineering, University of Sarajevo
Jusuf Topoljak ; Faculty of Civil Engineering, University of Sarajevo
Nedim Tuno ; Faculty of Civil Engineering, University of Sarajevo
Naida Ademović orcid id orcid.org/0000-0003-3099-8265 ; Faculty of Civil Engineering, University of Sarajevo
Ernes Vojniković

Full text: english pdf 711 Kb

page 40-50

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Full text: croatian pdf 1.113 Kb

page 40-49

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Abstract

Special vertical geodetic network was established on the viaduct Koševo. Measurements in the network were performed by using precise geometric leveling in two epochs. Measurements in the first epoch were done in winter conditions, while the second epoch measurements were done in summer conditions. Processing and network adjustment was followed after the measurements. The heights of characteristic points on the bridge resulted from mentioned procedure. Taking into account the standard deviation of measurements, differences in heights of points on the bridge have shown change in the height of individual points on the bridge. These differences suggest possible movements of the pre-stressed concrete viaduct Koševo.

Keywords

bridge; precise leveling; adjustment; results analysis

Hrčak ID:

203802

URI

https://hrcak.srce.hr/203802

Publication date:

21.6.2018.

Article data in other languages: croatian

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