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GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 1 OF MOTORWAY LAŠVA – DONJI VAKUF, SUBSECTION INTERCHANGE LAŠVA – INTERCHANGE KAONIK

By
Zlatan Talić ,
Zlatan Talić
Contact Zlatan Talić

Divel d.o.o. Sarajevo, Sarajevo, Bosnia and Herzegovina

Đenari Ćerimagić
Đenari Ćerimagić

Građevinski fakulet, University of Sarajevo, Sarajevo, Bosnia and Herzegovina

Abstract

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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This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 

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