Finite element analyses of slope stability problems using non-associated plasticity

Franz Tschuchnigg*, Simon Oberhollenzer, Helmut Schweiger

*Korrespondierende/r Autor/in für diese Arbeit

Publikation: Beitrag in Buch/Bericht/KonferenzbandBeitrag in einem Konferenzband

Abstract

In daily engineering practice the factor of safety in slope stability analysis is still often determined by means of simple limit equilibrium methods such as the methods of slices. However, since displacement based finite element analysis is routinely applied for assessing displacements and stresses for working load conditions, this calculation technique is also increasingly being used to compute ultimate limit states and consequently factors of safety. This is usually done by so-called strength reduction technique. This paper compares the performance of strength reduction finite element analysis with finite element limit analysis, where the latter approach provides rigorous upper and lower bounds on the factor of safety. The main focus of the paper is related to non-associated plasticity. The results indicate that the flow rule may have a larger influence on the factor of safety as commonly assumed. It is shown that displacement based finite element analysis using a strength reduction technique suffers from numerical instabilities when using non-associated plasticity especially when dealing with materials with high friction angles but moderate dilatancy angles. Finite element limit analyses on the other hand are restricted to associated flow rules. Suggestions to overcome this problem have been proposed but it turns out that these result in conservative values of the FoS for slope stability problems and therefore an improvement of this approach is presented in this paper. Another outcome of the performed studies is that the numerical instabilities of displacement based finite element analysis, when modelling non-associated material behaviour, can be avoided by using this modified procedure.
Originalspracheenglisch
TitelProceedings - IACMAG 2017, 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics
Herausgeber (Verlag)International Association for Computer Methods and Advances in Geomechanics (IACMAG)
Seiten1351 - 1360
Seitenumfang10
PublikationsstatusVeröffentlicht - Okt 2017
Veranstaltung15th International Conference on Computer Methods and Advances in Geomechanics: IACMAG 2017 - Hongshan Hotel, Wuhan, China
Dauer: 19 Okt 201723 Okt 2017
Konferenznummer: 15
http://www.15iacmag.org/dct/page/1

Konferenz

Konferenz15th International Conference on Computer Methods and Advances in Geomechanics
LandChina
OrtWuhan
Zeitraum19/10/1723/10/17
Internetadresse

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