Geotehnički aspekti građevinarstva i zemljotresno inženjerstvo 2025, Vrnjačka Banja, 15 – 17. oktobar 2025. (pp. 357-363)
AUTOR(I) / AUTHOR(S): Miloš Ranković 
, Ivan Stefanović , Vladimir Filipović
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DOI: 10.46793/GEOAG25.357R
SAŽETAK / ABSTRACT:
The paper analyzes the geotechnical characteristics associated with the reconstruction of the Vrbas–Sombor railway line, with a focus on terrain features and their implications for the design of the railway substructure. The geotechnical investigations included the determination of the physical and mechanical properties of the soil, hydrogeological conditions, and an assessment of subsoil bearing capacity, during which layers with limited geotechnical potential were identified. The analysis was conducted in accordance with the provisions of the current regulations, with the aim of achieving long-term stability and safety of the infrastructure system. The obtained results indicate the need for careful planning of stabilization measures, the alternative solutions of which will be presented in more detail in the paper
KLJUČNE REČI / KEYWORDS:
Railway reconstruction, Vrbas–Sombor, track substructure, geotechnical investigations, subsoil bearing capacity, stabilization
PROJEKAT / ACKNOWLEDGEMENT:
REFERENCES / LITERATURA:
- Cvetković-Mrkić Sonja: „Geotehničke melioracije“, Rudarsko-geološki fakultet, Beograd (1995)
- Rankovic M. Geotehnički elaborat za rekonstrukciju, elektrifikaciju i modernizaciju železničke pruge Vrbas-Sombor, Saobraćajni institut CIP d.o.o. Beograd, (2025) (radna verzija)
- Barman, D. Stabilization of expansive soils using chemical additives, (2022)
- Pravilnik o tehničkim uslovima podsistema infrastruktura, Sl. glasnik RS“, br. 39/2023 i 17/2024