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

By
Svjetlana Vlaški
Svjetlana Vlaški
Contact Svjetlana Vlaški

Procontrol , Banja Luka , Bosnia and Herzegovina

Abstract

Implementation of major construction 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.

References

1.
V.N.S M. Principles and Practices of Soil Mechanics and Foundation.
2.
GeoPublication 1/2006. 2006;
3.
Song ST, Chai YH, Hale TH. Limit state analysis of fixed-head concrete piles under lateral loads. In: 13th World Conference on Earthquake Engineering. 2004.
4.
Allen DL. A Review and Analysis of Pile Design. 1984;
5.
Roje-Bonacci T. Deep foundations and foundation soil improvement. 2008.
6.
Stevanović S. The foundation of building structures. 2009;261.

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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