Home Archive Contact
PDF download
Cite article
Share options
Informations, rights and permissions
Issue image
Vol 10, Issue 1, 2022
Pages: 319 - 323
Professional paper
See full issue

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

Metrics and citations
Abstract views: 7
PDF Downloads: 4
Google scholar: See link
Article content
  1. Abstract
  2. Disclaimer
Received: 14.05.2022. >> Accepted: 21.05.2022. >> Published: 28.05.2022. Professional paper

GEOTEHNIČKA ZAŠTITA KOSINE PRI IZGRADNJI OBILAZNICE DONJEG VAKUFA / GEOTECHNICAL PROTECTION OF SLOPE IN THE CONSTRUCTION OF THE DONJI VAKUF BYPASS

By
Ermedin Halilbegović ,
Ermedin Halilbegović

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

Nadir Halilbegović
Nadir Halilbegović
Abstract

This paper provides geotechnical protection of the slope in order to make the intersection No. 2 within the bypass Donji Vakuf. According to the project documentation, anchoring reinforced concrete "barbecue" construction with a slope of 4: 1 is provided for securing the slope at the intersection. The rest of the slope surface (above the AB structure) adapts to the slope of the existing slope. Locally in parts of the degraded rock, the open surface above the grill structure is secured with stacked stone concrete. The supporting structure consists of AB horizontal and vertical beams measuring 80x80 cm, and permanent geotechnical prestressed anchors with 6 steel ropes. Anchors are placed at all joints of horizontal and vertical beams, at an angle of 14.00 in relation to the horizontal, and overstrained with a force of 600 kN. The length of the anchors is 10m and 12m on the lower beams, and 15m on the highest beam Geotechnical anchors are formed as permanent and are built of Ø15.70mm cables. The cables come out of the beams for a length of 1.20 m, and are installed in a previously drilled well with a diameter of 150 mm. The connecting part of the anchor is 5m.

The statements, opinions and data contained in the journal are solely those of the individual authors and contributors and not of the publisher and the editor(s). We stay neutral with regard to jurisdictional claims in published maps and institutional affiliations.