CONFERENCE PROCEEDINGS
8th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 79-89
STABILITY ANALYSIS OF A LEVELLING NETWORK AS A PRELUDE TO A RESIDENTIAL BUILDING
CONSTRUCTION| |
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| DOI: 10.14415/konferencijaGFS2021.07 |
| UDC: 528.37/.38(497.5) |
| CC-BY-SA 4.0 license |
| Author : Zrinjski, Mladen; Tupek, Antonio; Barković, Đuro; Cesarec, Mateja |
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| | Summary: |
| | The significance of geodetic deformation monitoring during the construction
of any type of civil engineering structure is a well-known matter. Many classical and
sophisticated geodetic monitoring methods employing total station, GNSS, laser
scanning, photogrammetric and other technologies have been developed and are
actively in use. Nevertheless, precise geometric levelling is still one of the most accurate
of all geodetic measurement methods. This paper presents a practical example of
deformation analysis being applied to a monitoring levelling network established for the
determination of vertical displacements of a residential building in Zagreb in the
Republic of Croatia. Before the construction start, the stability of the monitoring
network has been analyzed in two measurement epochs and vertical displacements of the
network’s benchmarks have been determined by applying the Karlsruhe deformation
analysis method. All relevant results are presented. |
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| | Keywords: |
| | levelling network, vertical displacements, Karlsruhe method, residential building, construction |
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