Jezik: | Slovenski jezik |
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Leto izida: | 2016 |
Tipologija: | 2.11 - Diplomsko delo |
Organizacija: | UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: | [M. Lamovec] |
UDK: | 624.131.3:632.125:69.059.25(497.4Šmihel)(043.2) |
COBISS: | 7452001 |
Št. ogledov: | 2168 |
Št. prenosov: | 505 |
Ocena: | 0 (0 glasov) |
Metapodatki: |
Sekundarni jezik: | Angleški jezik |
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Sekundarni naslov: | Comparison of 2D and 3D geotechnical analysis of reinforced concrete shafts for the mitigation of Šmihel landslide |
Sekundarni povzetek: | The thesis presents the rehabilitation of Šmihel landslide. In the process reinforced concrete shafts were used. The mitigation was based on the numerical finite element method analysis. In the first part the landslide situation is presented along with field and laboratory tests. On the basis of SPT and laboratory tests, mechanical properties of soils are determined and used in the numerical analysis. The second part of the thesis presents the modelling and calculation of the landslide in 2D and 3D working environment. The comparison of the results shows the advantages and disadvantages of 2D and 3D analysis. The influence of the drainage on global stability and loading of the structure is also taken into consideration. Internal forces calculated with the numerical analysis are used for dimensioning of steel reinforcement in critical cross sections, which is the basis for drawing detailed reinforcement plans. |
Sekundarne ključne besede: | graduation thesis;Landslide Šmihel;SPT;reinforced concrete shafts;slope stability;finite element analysis;nonlinear analysis; |
Vrsta datoteke: | application/pdf |
Vrsta dela (COBISS): | Diplomsko delo |
Komentar na gradivo: | Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: | XVI, 131 str., 4 pril. |
ID: | 9134579 |