Add to ORKGThe slope stability of embankments is analysed using the traditional slope stability and the partial factors of safety according to the case C from Eurocode 7 (EC7). These analyses are performed by means of rigid-plastic methods (Fellenius and Bishop) and the elasto-plastic finite element method (FEM). In the analysed cases there is a good agreement between the rigid-plastic methods and the elasto-plastic finite element method.This work has been partly financed by the Junta Nacional de Investigação Científica e Tecnológica (JNICT), Ministry of the Science and Technolog
This paper presented the analysis of embankment slope stability by considering the problem of embank...
This paper presents results of stability and deformation analysis of several failed embankment case ...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...
The slope stability of embankments is analysed using the traditional slope stability and the partial...
Worldwide, slope stability analysis is fundamental to satisfy the increasingly societal demand for s...
This report describes a proposed procedure and process for implementation of TCVN and LFRD for slope...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
Slope-stability analysis is one of the parameters in the design of road embankments that the designe...
This paper presented the analysis of embankment slope stability by considering the problem of embank...
This paper presented the analysis of embankment slope stability by considering the problem of embank...
This paper presents results of stability and deformation analysis of several failed embankment case ...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...
The slope stability of embankments is analysed using the traditional slope stability and the partial...
Worldwide, slope stability analysis is fundamental to satisfy the increasingly societal demand for s...
This report describes a proposed procedure and process for implementation of TCVN and LFRD for slope...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Two classes of numerical approaches are considered for the stability analysis of slopes under static...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
Slope-stability analysis is one of the parameters in the design of road embankments that the designe...
This paper presented the analysis of embankment slope stability by considering the problem of embank...
This paper presented the analysis of embankment slope stability by considering the problem of embank...
This paper presents results of stability and deformation analysis of several failed embankment case ...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Sev...