Sep 19, 2019   10:51 p.m. Konštantín, pamätný deň - Deň prvého verejného vystúpenia Slovenskej národnej rady
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prof. Ing. Jana Frankovská, PhD.
Identification number: 3849
University e-mail: jana.frankovska [at]
Profesorka CSc.,PhD. - Department of Geotechnics (FCE)
Institute chief official - Department of Geotechnics (FCE)

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Basic information

Basic information about a final thesis

Type of thesis: Dissertation thesis
Thesis title:Analysis of pile design taking into account the technology impact
Written by (author): Ing. Jakub Stacho, PhD.
Department: Department of Geotechnics (FCE)
Thesis supervisor: prof. Ing. Jana Frankovská, PhD.
Opponent 1:prof. Ing. Jozef Hulla, DrSc.
Opponent 2:doc. Ing. Jan Masopust, CSc.
Opponent 3:doc. Ing. Lumír Miča, PhD.
Final thesis progress:Final thesis was successfully defended.

Additional information

Additional information about the final thesis follows. Click on the language link to display the information in the desired language.

Language of final thesis:Slovak

Slovak        English

Title of the thesis:Analysis of pile design taking into account the technology impact
Summary:A piling technology has a significant influence onto resistance and settlement of a pile. The dissertation is focused on a drilled displacement system piles (DDS), Continuous Flight auger piles (CFA) and casing rotary drilled piles. At present, piles are designed according to the analytical calculation model, which is given in commentary to STN 73 1002, and the limit load curve - nonlinear theory of single pile settlement, in Slovakia. These computational methods do not take into account the technology impact. The Cavity Expansion Theory, numerical modelling - FEM and modified analytical calculation model for determination of the vertical pile resistance are analysed in the dissertation. Options and recommendations for pile design which takes into account the piling technology are defined. Our recommendations also take into account geometry of the pile and engineering geological conditions. The results of calculations are analysed and compared with results of static load tests executed in different localities of the Slovakia, Kazakhstan and Croatia. The results showed that given methods and our recommendations allow calculating the pile resistance and the load-settlement curve with a reliable degree of accuracy.
Key words:Piles, Piling technology, DDS piles, CFA piles, Bored piles, Cavity Expansion Theory, Numerical modelling of pile

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