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Title:GNSS MONITORING V CESTOGRADNJI
Authors:ID Zlatinek, Mateja (Author)
ID Kovačič, Boštjan (Mentor) More about this mentor... New window
ID Kamnik, Rok (Comentor)
Files:.pdf UNI_Zlatinek_Mateja_2011.pdf (4,57 MB)
MD5: 715F4DB96127BE27C0FDA99DE7995F93
PID: 20.500.12556/dkum/df28966c-e2c3-49aa-964a-064bfae93133
 
Language:Slovenian
Work type:Undergraduate thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo predstavlja trenutno stanje GNSS monitoringa, navigacijo s tehnologijo GNSS in opisuje GPS navigacijske instumente. Navigacijski sistemi običajno temeljijo na sprejemnikih GNSS. Geodetske metode so eden od možnih načinov za ugotavljanje stabilnosti geotehničnih objektov. Pričakovana velikost premikov določa potrebno natančnost določitve premikov, velikost objekta pa določa metodo geodetske izmere. V osnovi izbiramo med terestričnimi metodami in metodami GNSS. V nalogi so opisane tudi različne metode opazovanja premikov in deformacij, kot tudi instrumenti, ki jih uporabljamo pri opazovanju objekta samega. Drugi del diplomske naloge sestavlja praktični del, kjer sem opisala GNSS monitoring v cestogradnji na primeru viadukta Boršt 1.
Keywords:GNSS, monitoring, geodetske meritve, pomiki, deformacije
Place of publishing:Maribor
Publisher:[M. Zlatinek]
Year of publishing:2011
PID:20.500.12556/DKUM-17176 New window
UDC:[528.3:004.722.45]:625.7/.8(043.2)
COBISS.SI-ID:15047702 New window
NUK URN:URN:SI:UM:DK:PJAEZV4N
Publication date in DKUM:10.01.2011
Views:3600
Downloads:428
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:GNSS MONITORING IN ROAD CONSTRUCTION
Abstract:Diploma presents the current status of GNSS monitoring, discusses GNSS navigation and describes GPS navigation instruments. Navigation systems are commonly based on GNSS receivers. Geodetic methods are one of the possible means of determining the stability of geotechnical objects. The expected size of the displacement determines the necessary precisions of the displacement determination, whereas the size of the object determines the method of the geodetic measurement. We choose eitherthe terrestrical or the GNSS methods. There are also described various methods of monitoring the movement and deformation, as well as instruments used in observing the building itsel. Second section consists of a practical part where I described the GNSS monitoring in road construction in the case of the viaduct Boršt 1.
Keywords:GNSS, monitoring, geodetic measurements, displacement, deformation


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