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Review paper

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

References

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Study on engineering – geological and geotechnical characteristics of the terrain, mission G21. Vol. Cig 0013. 2013.
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BAS EN. Eurokod 7 – Designing geotechnical structures. Vol. 1. 1997.
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BAS EN. Eurokod 7 – Designing geotechnical structures. Vol. 2. 1997.
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Rulebook on geotechnical researches and studies, as well as on organization and content of geotechnical engineering missions.
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Geo5. Fine Software.
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Geotechnical estimate of the results of testing of bearing capacities of tested piles for the purpose of confirmation of founding structures at Butila Loop, Sarajevo Roundabout. 2008.
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Plaxis Geotechnical Software.
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Bowles JE. Foundation Analysis And Design. 1997.

Citation

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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