nedelja, 17 dec 2017

Baner
Baner
Baner
Baner

 

Review paper
UDC: 624.071.34:669.14.018.8
DOI: 10.7251/afts.2015.0713.015T
COBISS.RS-ID 5435160
 
GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN AND CALCULATION OF BEARING CAPACITY FOR BRIDGE No. 3 OF MOTORWAY ZENICA – SARAJEVO – MOSTARBIJAĆA, SECTION INTERCHANGE POČITELJZVIROVIĆI
 
Talić Zlatan1, Ćerimagić Đenari2
1Divel d.o.o. Sarajevo, Bosnia & Herzegovina, e.mail: Ova adresa el. pošte zaštićena je od spam napada, treba omogućiti JavaSkript da biste je videli
2Faculty of Civil Engineering, Sarajevo, Bosnia & Herzegovina
 

ABSTRACT  Full text (pdf)

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.
 
Key words: geotechnical properties of soil, foundation, bearing capacity

 

REFERENCES

[1]
Study on engineering – geological and geotechnical characteristics of the terrain, mission G21. „Geotehnos“ Ltd. Sarajevo, Jun 2014.
[2]
Obradović, R. & Najdanović, N. (1999). Mehanika tla u inženjerskoj praksi. Rudarski Institut Beograd, R Srbija.
[3]
Stević, M. (1991). Mehanika tla i stijena. Rudarsko–geološki fakultet, Tuzla
[4]
Ćerimagić, Đ. (2009). Inženjerska geologija. Građevinski fakultet u Sarajevu.
[5]
Đurić, N. (2011). Hidrogeološka i inženjerskogeološka istraživanja. Građevinski fakultet Subotica, Tehnički institut Bijeljina, Subotica, Bijeljina.
[6]
Serrano A. & Olalla C. (1998).Ultimate bearing capacity of an anisotropic discontinuous rock mass, part I: basic modes of failure.  Int J Rock Mech Min Sci 1998;35(3): 301–24.
[7]
BAS EN 1997-1: Eurokod 7 – Designing geotechnical structures - Volume 1: General rules.
[8]
Miščević P. & Števanić D. (2006). Granična nosivost plitkih temelja na stijenskoj masi. Građevinarbr. 58, Zagreb, R Hrvatska.
 
Copyright Tehnički institut Bijeljina, 2010.
Web dizajn : Stanko Zarić

uređuje: www.asteh.com