magistrsko delo št.: 120/II. GIG
Abstract
V magistrski nalogi smo obravnavali položajno mrežo v okolici Osnovne šole Polhov Gradec. Predstavili smo obliko geodetske mreže, načine stabilizacije in signalizacije točk v geodetski mreži. V prvi terminski izmeri so geodetski datum določale tri referenčne točke (3, 4 in 5). V drugi terminski izmeri se je pojavil dvom v stabilnost referenčne točke 5. Položajno geodetsko mrežo smo v tretji terminski izmeri dopolnili z referenčno točko 6 in potrdili sume, da referenčna točka 5 ni stabilna. Potrditev stabilnosti referenčne točke 6 smo izvedli v četrti terminski izmeri. Sanirana položajna geodetska mreža z referenčnimi točkami 3, 4 in 6 bo pri nadaljnjih izmerah omogočala visoko natančnost spremljanja premikov in deformacij pilotne stene.
Keywords
geodezija;magistrska dela;GIG;geodetska mreža;izravnava mreže;geodetski datum;značilni premiki;stabilnost referenčnih točk;
Data
Language: |
Slovenian |
Year of publishing: |
2021 |
Typology: |
2.09 - Master's Thesis |
Organization: |
UL FGG - Faculty of Civil and Geodetic Engineering |
Publisher: |
[T. Trepal] |
UDC: |
528.235:727(497.4)(043.3) |
COBISS: |
69994243
|
Views: |
346 |
Downloads: |
73 |
Average score: |
0 (0 votes) |
Metadata: |
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Other data
Secondary language: |
English |
Secondary title: |
ǂThe ǂrenovation of the geodetic network around the Polhov Gradec elementary school |
Secondary abstract: |
The thesis deals with the positional network in the vicinity of the Polhov Gradec Elementary school. The shape of the geodetic network as well as the stabilization and signalization of the geodetic network points is described. During the first measuring the geodetic datum has been defined by three reference points (3, 4, and 5). The second measuring showed a doubt as to the stability of reference point 5. During the third measurement the geodetic positional network was expanded with reference point 6 which confirmed that reference point 5 was not stable. The stability of reference point 6 was confirmed during the fourth measurement. The updated positional geodetic network with reference points 3, 4, and 6 is going to provide high accuracy measurements for the tracking of shifts and deformations of the pilot wall. |
Secondary keywords: |
geodesy;master thesis;geodetic network;adjustment;geodetic datum;signifcance displacements;stability of reference points; |
Type (COBISS): |
Master's thesis/paper |
Study programme: |
0 |
Embargo end date (OpenAIRE): |
1970-01-01 |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
XIV, 58 str., [128] str. pril. |
ID: |
13006546 |