Skoči na glavni sadržaj

Pregledni rad

https://doi.org/10.14256/JCE.1030.2014

Slope stability analyses using limit equilibrium and strength reduction methods

Zoran Berisavljević
Dušan Berisavljević
Vladimir Čebašek
Dragoslav Rakić


Puni tekst: hrvatski pdf 603 Kb

str. 975-983

preuzimanja: 869

citiraj

Puni tekst: engleski pdf 588 Kb

str. 975-983

preuzimanja: 4.738

citiraj


Sažetak

This paper presents results of comparative slope stability analyses conducted by limit equilibrium and strength reduction methods. Several slopes, taken either from geotechnical practice or literature review, are considered. The influence of tension, distributed load, finite element size and model parameters is analysed in relation to the location, shape of the critical failure surface and the corresponding value of the factor of safety. Both methods provide similar results if they are correctly applied using appropriate software programs.

Ključne riječi

limit equilibrium; reduction of strength parameters; dilatancy; optimisation; Bezier curve; tension zone

Hrčak ID:

148194

URI

https://hrcak.srce.hr/148194

Datum izdavanja:

11.11.2015.

Podaci na drugim jezicima: hrvatski

Posjeta: 6.327 *