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Professional paper

UDC: 624.131.2

DOI: 10.7251/afts.2014.0611.065V

COBISS.RS-ID 4573208

 

USE OF BROMS’S METHOD AND FINITE DIFFERENCE METHOD IN THE DIMENSIONING OF PILES FOR FOUNDATION PIT INSURANCE

 

 

Vlaški Svjetlana1
1Procontrol, Banja Luka, E. mail: Ova adresa el. pošte zaštićena je od spam napada, treba omogućiti JavaSkript da biste je videli

 

 

 ABSTRACT  Full text (pdf)

Implementation of majorconstruction projects thanks are due to the technological development of materials and equipment to perform. Development of equipment for piles, allowed this type of structure a large application, as in the system of basic structural elements, as well as providing (temporary or permanent) construction site. Influences on the pile construction, since the purpose is very different. In the case that they are intended to ensure the construction work area, the dominant influence of lateral pressure or horizontal load. Just such an example will be processed in this paper with a tendency to show the dependence of the results on the choice of calculation methods of calculation.

 

Key words: buiding space, pile, load, dimensioning

 

LITERATURE

[1]
Murthy V.N.S. Principles and Practices of Soil Mechanics and Foundation, New York
[2]
GeoPublication 1/2006. (2006). Foundation Design and Construction, Hong Kong.
[3]
S.T. Song, Y. H Chai, Tom H Hale. (2004). Limit state analysis of fixed-head concrete piles under lateral loads, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
[4]
David L. Allen. (1984). A Review and Analysis of Pile Design, Lexington, Kentucky.
[5]
Roje-Bonacci T. (2008). Deep foundationsandfoundation soilimprovement, Split.
[6]
Stevanović S. (2009). The foundation ofbuilding structures, Beograd, p. 261.

 

 

 

 

  

  

  

  

  

  

 

   

 
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