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Analiza stabilnosti pobočja na kmetijskem zemljišču v Spodnjih Izlakah : diplomsko delo
ID Kleindienst, Robin (Author), ID Smolar, Jasna (Mentor) More about this mentor... This link opens in a new window, ID Pulko, Boštjan (Comentor)

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Abstract
Diplomska naloga je nastala v okviru raziskovalnega projekta ExtremEarth, katerega cilj je preučiti vpliv ekstremnih vremenskih dogodkov na procese na Zemljinem površju. Obravnavali smo kmetijsko zemljišče v Spodnjih Izlakah in analizirali dovzetnost terena za pobočne masne premike ob spremenljivih hidroloških razmerah, zlasti ob dvigu nivoja podzemne vode zaradi ekstremnih padavin. Na podlagi javno dostopnih prostorskih, geoloških in hidroloških podatkov ter predhodno izvedenih terenskih raziskav smo opredelili geotehnične razmere na obravnavanem območju. Na odvzetih vzorcih zemljin smo izvedli laboratorijske preiskave naravne vlage, Atterbergovih meja plastičnosti, zrnavostne sestave in drenirane strižne trdnosti. Stabilnost pobočja smo analizirali v programu Slide2 z metodo GLE/Morgenstern-Price v treh profilih (V1, V2 in V3). Analize smo izvedli za dve privzeti debelini preperinskega sloja nad kamninsko podlago (10 m in 20 m) ter dve kombinaciji strižnih parametrov zemljine, pri čemer smo konservativno predpostavili nivo podzemne vode na površju. Rezultati kažejo najvišje faktorje varnosti v profilu V2, najnižje pa v profilu V3. V profilu V3 je pri manj ugodni kombinaciji strižnih parametrov faktor varnosti znašal 0,790, kar nakazuje potencialno možnost nestabilnosti pobočja v obravnavanih razmerah. Ker na območju niso bili opaženi znaki preteklih ali aktivnih pobočnih masnih premikov, ocenjujemo, da gre za konzervativno oceno stanja, ki pa hkrati opozarja na povečano občutljivost območja profila V3. Pri izračunih, v katerih smo spremenili le privzeto debelino preperine, ni bilo bistvenih razlik v faktorjih varnosti. Priporočamo dodatne raziskave za natančnejšo določitev debeline preperine in dolgoročnejše spremljanje nivoja podzemne vode.

Language:Slovenian
Keywords:diplomske naloge, gradbeništvo, geomehanske preiskave, analize stabilnosti, drenirana strižna trdnost, klasifikacija zemljin, geomorfologija, geologija
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[R. Kleindienst]
Year:2026
Number of pages:1 spletni vir (1 datoteka PDF (VIII, 28 str.))
PID:20.500.12556/RUL-188079 This link opens in a new window
UDC:624.13:712.24(497.4)(043.2)
COBISS.SI-ID:291739139 This link opens in a new window
Publication date in RUL:18.09.2026
Views:182
Downloads:61
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Secondary language

Language:English
Title:Slope stability analysis on agricultural land in Spodnje Izlake
Abstract:
This thesis was written as part of the ExtremEarth research project, which aims to study the impact of extreme weather events on processes at the Earth’s surface. We examined agricultural land in Spodnje Izlake, where we assessed the slope’s susceptibility to mass movements under varying hydrological conditions, particularly fluctuations in the groundwater level caused by extreme rainfall. Based on publicly available spatial, geological, and hydrological data, as well as previously conducted field surveys, we characterized the geotechnical conditions in the area. We conducted laboratory tests on the collected samples to determine natural moisture content, Atterberg plasticity limits, grain size distribution, and drained shear strength. We analyzed slope instability using the Slide2 software with the GLE/Morgenstern-Price method across three profiles (V1, V2 and V3), under two scenarios for the thickness of the weathered soil layer above the bedrock (10 m and 20 m) and two combinations of soil shear strength parameters, assuming a conservative estimate of the highest possible groundwater level. The results show the highest safety factors in profile V2 and the lowest in profile V3, where, for the worst combination of shear parameters and groundwater at the surface, the safety factor was 0.790, indicating potential slope instability. As no signs of past or active slope mass movements have been observed in the area, we consider this to be a conservative assessment of the situation, which nevertheless highlights the increased vulnerability of profile V3. The thickness of the weathered soil layer within the range under consideration did not significantly affect the results. We recommend further investigations and surveying to determine the thickness of the weathered layer more precisely and to carry out long-term monitoring of the groundwater level.

Keywords:graduation thesis, civil engineering, geotechnical investigations, stability analyses, drained shear strength, soil classification, geomorphology, geology

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