Građevinski fakulet, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
The paper present a review of the geotechnical characteristics of the terrain at the location of the bridge No. 1 of motorway Lašva – Donji Vakuf, subsection interchange Lašva – interchange Kaonik.
Also, given the suggestion of foundation structures for each column, as well as the calculated bearing capacity
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