×
Home Current Archive Editorial board
News Contact
Review paper

GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 3 OF MOTORWAY ZENICA – SARAJEVO – MOSTAR – BIJAĆA, SECTION INTERCHANGE POČITELJ – ZVIROVIĆI

By
Zlatan Talić ,
Zlatan Talić
Contact Zlatan Talić

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

Đenari Ćerimagić
Đenari Ćerimagić

Faculty of Civil Engineering, 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. 3 of motorway Zenica – Sarajevo – Mostar - Bijaća, section Počitelj - Zvirovići.

Also, given the suggestion of foundation structures for each column, as well as the calculated bearing capacity.

References

1.
Study on engineering – geological and geotechnical characteristics of the terrain, mission G21. 2014.
2.
Obradović R, Najdanović N. Mehanika tla u inženjerskoj praksi. 1999.
3.
Stević M. Mehanika tla i stijena. 1991.
4.
Ćerimagić Đ. Inženjerska geologija. Građevinski fakultet u Sarajevu. 2009.
5.
Đurić N. Hidrogeološka i inženjerskogeološka istraživanja. 2011.
6.
A. S, C O. bearing capacity of an anisotropic discontinuous rock mass, part I: basic modes of failure. Int J Rock Mech Min Sci. 1998;1998;35(3:301–24.
7.
BAS EN. Eurokod 7 – Designing geotechnical structures. Vol. 1. 1997.
8.
P. M, D Š. Granična nosivost plitkih temelja na stijenskoj masi. Građevinarbr. 2006;58.

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. 

Article metrics

Google scholar: See link

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.