nedelja, 17 dec 2017

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Review paper

UDC: 624.131.537

DOI: 10.7251/afts.2014.0611.033T

COBISS.RS-ID 4572184

 

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

 
Talić Zlatan1, Ćerimagić Đenari2
1Divel d.o.o. Sarajevo, E-mail: Ova adresa el. pošte zaštićena je od spam napada, treba omogućiti JavaSkript da biste je videli
2Građevinski fakulet Univerziteta u Sarajevu

 

 ABSTRACT  Full text (pdf)

The paper present a review of the geotechnical characteristics of the terrain at the location of the bridge No. 1 of motorway LašvaDonji Vakuf, subsection interchange Lašva – interchange Kaonik.

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, Volume Cig 0013“, „Geotehnos“ Ltd. Sarajevo, January 2013.
[2]
BAS EN 1997-1: Eurokod 7 – Designing geotechnical structures - Volume 1: General rules.
[3]
BAS EN 1997-1: Eurokod 7 – Designing geotechnical structures - Volume 2: Terrain analysis.
[4]
Rulebook on geotechnical researches and studies, as well as on organization and  content of geotechnical engineering missions.
[5]
Geo5, Fine Software, Praha, Czech Republic.
[6]
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, University of Maribor, School of Civil Engineering, July 2008, Maribor.
[7]
Plaxis Geotechnical Software, Delft, Netherlands.
[8]
Bowles, J. E. (1997). Foundation Analysis And Design, Fifth Edition, The McGraw-Hill Companies, Inc, Peoria Illinois

 

 

 

 

  

  

  

  

  

  

 

   

 
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