Geodetic Measurement of Vertical Displacements (Illustrated with the Slovenian Viaduct)

Boštjan Kovačič; Rok Kamnik; Nikolay Vatin

doi:10.4028/www.scientific.net/AMM.725-726.913

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 725-726Geodetic Measurement of Vertical Displacements...

Geodetic Measurement of Vertical Displacements (Illustrated with the Slovenian Viaduct)

Abstract:

Today there are a lot of sophisticated methods to measure and analyse a bridge during load tests as a GPS, photogrammetric measurements, laser scanning, etc., The use of an classical techniques as trigonometric hights is still good enough for most demanding field observations. In practice control measurements are performed with the help of geodetic measurements, of which the basic goal is to capture any geometric changes in the measured object, or its displacements and deformations are found. In this article the use of trigonometric hights during a load test on the biggest Slovenian viaduct “Črni Kal” is introduced, displacement measurements on the viaduct and an analysis of results, with particular stress on the accuracy of the calculations.

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Periodical:

Applied Mechanics and Materials (Volumes 725-726)

Pages:

913-921

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.725-726.913

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Online since:

January 2015

Authors:

Boštjan Kovačič*, Rok Kamnik, Nikolay Vatin

Keywords:

Geodetic Measurements, Load Test, Trigonometric Hights, Viaduct “Črni Kal”

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References

[1] Jugoslav standard JUS U. M1. 046, No. 50-14233/1, 1984-10-05, Službeni list SFRJ, No. 60/84.

Google Scholar

[2] Kovačič, B., 2000, Analysis of the accuracy and reliability of different procedures for investigating vertical displacements of objects in place, dissertation, Zagreb.

Google Scholar

[3] Vodopivec, F., 1985, Trigonometric heights, book, Ljubljana.

Google Scholar

[4] Xuan, X., Jian-Hong, W., Stamatovic, B. Iterative selection of unknown weights in direct weight optimization identification (2014) Mathematical Problems in Engineering, 2014, art. no. 572092.

DOI: 10.1155/2014/572092

Google Scholar

[5] Stamatovich, B. Automaton recognition of doubly connected labyrinths with finite cyclic diameter (2010) Programming and Computer Software, 36 (3), pp.149-156.

DOI: 10.1134/s0361768810030035

Google Scholar

[6] Usmanov, R., Vatin, N., Murgul, V. Highly compacted and reinforced soil beds as an efficient method to build artificial foundation based on weak soils. (2014) Applied Mechanics and Materials. Vol. 680 pp.474-480.

DOI: 10.4028/www.scientific.net/amm.680.474

Google Scholar

[7] Stamatović, B. On recognizing labyrinths by automata (2000) Discrete Mathematics and Applications, 10 (2), pp.203-218.

DOI: 10.1515/dma.2000.10.2.203

Google Scholar

[8] Usmanov, R., Rakocevic, M., Murgul, V., Vatin, N. Problems of sub-mountain area development associated with collapsing loess soils (case of Tajikistan) (2014) Applied Mechanics and Materials. Vols. 633-634 pp.927-931.

DOI: 10.4028/www.scientific.net/amm.633-634.927

Google Scholar

[9] Mandić, R., Hadži-Niković, G., Ćorić, S. Investigation of the behavior of the cable-stayed bridge under test load (2011) Geofizika, 28 (1), pp.145-160.

Google Scholar

[10] Ćosić, M., Brčić, S. Iterative Displacement Coefficient Method: Mathematical formulation and numerical analyses (2013) Gradjevinar, 65 (3), pp.199-211.

Google Scholar