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Pregled bibliografske jedinice broj: 932499

The Comparison of the Reliability Margin Measure for the Different Concepts in the Slope Analysis


Ivandić, Krešo; Dodigović, Filip; Štuhec, Damir; Strelec, Stjepan
The Comparison of the Reliability Margin Measure for the Different Concepts in the Slope Analysis // ICCSGE 2018 : 20th International Conference on Concrete, Structural and Geotechnical Engineering
Prag, Češka, 2018. str. 2006-2011 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
The Comparison of the Reliability Margin Measure for the Different Concepts in the Slope Analysis

Autori
Ivandić, Krešo ; Dodigović, Filip ; Štuhec, Damir ; Strelec, Stjepan

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Skup
ICCSGE 2018 : 20th International Conference on Concrete, Structural and Geotechnical Engineering

Mjesto i datum
Prag, Češka, 22-23.3.2018

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Allowable pressure, Eurocode 7, Limit states, Slope stability

Sažetak
The general difference analysis between the former and new design concepts in geotechnical engineering is carried out. The application of new regulations results in the need for real adaptation of the computation principles of limit states, i.e. by providing a uniform way of analyzing engineering tasks. Generally, it is not possible to unambiguously match the limit state verification procedure with those in the construction engineering. The reasons are the inability to fully consistency of the common probabilistic basis of the analysis. There are the fundamental effects of the material properties on the value of actions and the influence of the actions on resistance. Consequently, it is not possible to apply separate factorization with partial coefficients, as in construction engineering. For the slope stability analysis, design procedures problems in the light of the use of limit states in relation to the concept of allowable stresses is detailed in. The quantifications of the safety margins in the slope stability analysis for both approaches is done. When analyzing the stability of the slope, by the strict application of the adopted forms from the new regulations, and for significant external temporary and/or seismic actions, the equivalent margin of safety is increased. The consequence is the emergence of more conservative solutions.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Ustanove
Geotehnički fakultet, Varaždin