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Vol 10, Issue 1, 2022
Pages: 324 - 329
Professional paper
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INTERNACIONALNI UNIVERZITET TRAVNIK U TRAVNIKU
EKONOMSKI FAKULTET TRAVNIK U TRAVNIKU
PRAVNI FAKULTET TRAVNIK U TRAVNIKU
FAKULTET ZA MEDIJE I KOMUNIKACIJE TRAVNIK U TRAVNIKU

u saradnji sa

MIT UNIVERZITET SKOPLJE, SJEVERNA MAKEDONIJA
VEVU, VELEUČILIŠTE LAVOSLAV RUZIČKA U VUKOVARU, HRVATSKA
VELEUČILIŠTE VIMAL, SISAK, HRVATSKA
CKKPI, TRAVNIK, BOSNA I HERCEGOVINA

organizuju

31. MEĐUNARODNU KONFERENCIJU

EKONOMSKE, PRAVNE I MEDIJSKE INTEGRACIJE BOSNE I HERCEGOVINE I ZEMALJA ZAPADNOG
BALKANA KAO KLJUČNI POKRETAČ EUROPSKIH VRIJEDNOSTI

12. – 13. decembar 2025. godine

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Received: 14.05.2022. >> Accepted: 21.05.2022. >> Published: 28.05.2022. Professional paper

PROBLEMATIKA IZRADE USJEKA NA AUTOPUTU KORIDORA Vc DIONICA VRANDUK - PONIRAK / PROBLEMS OF MAKING A NOTCH ON THE HIGHWAY CORRIDOR Vc SECTION VRANDUK - PONIRAK

By
Ermedin Halilbegović ,
Ermedin Halilbegović

Fakultet politehničkih nauka Travnik, International University of Travnik , Travnik , Bosnia and Herzegovina

Nadir Halilbegović
Nadir Halilbegović
Abstract

This paper presents the issue of making a cut slope on the highway of the corridor Vc section: Vranduk-Ponirak. The terrain on this section is characterized by a complex structural and tectonic composition. Flysch sediments, which are represented by carbonates and clastic that are very folded, participate in the structure of the terrain. The total height of the slope is approximately 67.0 m and it is planned to build six scarps and five berms. Highly disturbed rock masses are present in both edges of the cut slopes (Boreholes NB5-4 and NB5-5), while better rock masses are found close to the center of the road cut. However, in these better quality rock masses there is evidence of fractured rock and in some cases of shear zones with clayey soft material of limited (1-2 m) or wider thickness (3-6 m). Slope stability analysis was performed on the central profile where we have the largest slope geometry. Numerical analyzes were performed using the order of construction and installation of support measures in phases.

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