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Title:Deformacijska analiza geodetskih mrež za potrebe ugotavljanja stabilnosti objektov po metodi Hannover
Authors:ID Lesjak, Matjaž (Author)
ID Kovačič, Boštjan (Mentor) More about this mentor... New window
ID Kamnik, Rok (Comentor)
Files:.pdf MAG_Lesjak_Matjaz_2017.pdf (3,20 MB)
MD5: 0BF857D95B09161AF4B12409FFCDA55F
PID: 20.500.12556/dkum/d93fab99-9804-4031-8842-f3ce001683d3
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Na področju, kjer se predvidevajo večji pomiki tal ter posledično tudi objektov, se izvede monitoring, ki je sestavljen iz različnih opazovanj, kot so geotehnična, hidrotehnična, geodetska opazovanja in podobno. Magistrska naloga obravnava metodo Hannover, ki je postopek deformacijske analize za določitev pomikov točk v geodetski mreži. Poleg te metode so uporabljene tudi klasične tridimenzionalne meritve in niveliranje. Na osnovi geodetskih opazovanj so določeni pomiki točk opazovanega objekta. Najprej je na kratko predstavljen opis dela in uporabljen instrumentarij. Nato so podane splošne informacije o pomikih in deformacijah ter kratka predstavitev ostalih deformacijskih metod. Sledi opis metode Hannover in teoretična izpeljava, ki je razdeljena na sedem korakov. Kasneje je narejena podrobna analiza treh različnih objektov na AC križu Slovenije. Opravljene so nivelmanske meritve za viadukt. Na podlagi treh terminskih izmer so določeni vertikalni pomiki točk. Kamnita zložba je izmerjena z uporabo klasičnih tridimenzionalnih meritev, določene so tudi velikosti in koti pomikov treh terminskih izmer. Sidrna pilotna stena je osrednji del naloge. Opravljena je klasična tridimenzionalna meritev in deformacijska analiza. Pomiki točk in elipse pogreškov so predstavljeni tudi grafično.
Keywords:Gradbeništvo, geodezija, geodetski monitoring, metoda Hannover
Place of publishing:Maribor
Publisher:[M. Lesjak]
Year of publishing:2017
PID:20.500.12556/DKUM-67337 New window
UDC:528.482:528.38(043.2)
COBISS.SI-ID:20773654 New window
NUK URN:URN:SI:UM:DK:IYEXXDRE
Publication date in DKUM:31.08.2017
Views:2073
Downloads:165
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
LESJAK, Matjaž, 2017, Deformacijska analiza geodetskih mrež za potrebe ugotavljanja stabilnosti objektov po metodi Hannover [online]. Master’s thesis. Maribor : M. Lesjak. [Accessed 26 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=67337
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:12.08.2017

Secondary language

Language:English
Title:Deformation analysis of geodetic networks for structural stability assessment using Hannover method
Abstract:On the surface, where big displacements of ground and structures is expected, monitoring is done, which is combined from different fields, such as geotechnics, hidrotechnics, geodetics etc. This Masters thesis deals with Hannover method, which is deformation analysis approach for determing displacements in geodetic network. Together with this method, classic three-dimensional measurments and leveling are used. Based on geodetic observations, displacements of the surface are determined. In the first section, measurment procedures and used equipment is presented. Afterwards, basic about displacements and deformations are described alongside brief presentation of other deformation analysis methods. This is followed by the description of Hannover method, which is broken down into 7 steps. Later, detailed analysis of three different structures on Slovenian highway system is done. Leveling for viaduct is measured. Based on three epochs, vertical displacements are determined. Stone foundation is measured using classic three-dimensional methods. Size and angles of displacemenets is calculated between three different epochs. Anchored pile wall is main topic of the thesis. Classic three-dimensional method and deformation analysis is done. Displacements of observed points and error ellipses are also graphically presented.
Keywords:Civil engineering, geodesy, geodetic monitoring, Hannover method


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