Home Proceedings Program News Contact
PDF download
Cite article
Share options
Informations, rights and permissions
Issue image
Vol 2, 2025
Pages: 513 - 524
Research paper
Civil Engineering Editor: Andrija Zorić
See full issue
Metrics and citations
Abstract views: 35
PDF Downloads: 28
Google scholar: See link
Article content
  1. Abstract
  2. Disclaimer
Published: 11.09.2025. Research paper Civil Engineering Editor: Andrija Zorić

APPLICATION OF SEISMIC REFRACTION FOR DETERMINING GEOMECHANICAL PARAMETERS IN THE EXCAVATION ZONE OF THE VRANDUK TUNNEL ON THE CORRIDOR Vc ROUTE

By
Ekrem Bektašević Orcid logo ,
Ekrem Bektašević
Contact Ekrem Bektašević

Faculty of Mining, Geology and Civil Engineering , University of Tuzla , Tuzla , Bosnia and Herzegovina

Ahmed Mušija ,
Ahmed Mušija

Motorways of FBiH, Public Company , Mostar , Bosnia and Herzegovina

Kemal Gutić Orcid logo ,
Kemal Gutić

Faculty of Mining, Geology and Civil Engineering , University of Tuzla , Tuzla , Bosnia and Herzegovina

Noris Sakić
Noris Sakić

Faculty of Mining, Geology and Civil Engineering , University of Tuzla , Tuzla , Bosnia and Herzegovina

Abstract

The seismic refraction method belongs to the group of non-destructive testing techniques and represents an efficient geophysical approach for determining the propagation velocity of seismic waves through different geological environments. This allows for the assessment of key geomechanical parameters of the terrain. In this study, measurements were conducted along three profiles in the excavation zone of the Vranduk tunnel, located on the Corridor Vc route, with the aim of characterizing the rock mass and determining its condition before the commencement of construction work. Analysis of the obtained data defined the velocities of seismic waves, which were used to assess rock mass quality, classify materials, and identify potential discontinuities and weakened zones. The results indicated that in the upper zone, at a depth of 6–8 meters, the rock mass is weathered, whereas in deeper layers, the rock mass is more intact and only slightly fragmented. Since this method is entirely non-destructive, it enables rapid and reliable terrain investigation without disturbing its structure. The results were compared with in-situ geotechnical investigations, confirming the method’s reliability in determining the mechanical properties of rocks. The obtained data served as a foundation for optimizing design solutions, adjusting excavation techniques, and improving the stability of the tunnel structure.

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.