Add to ORKGThis report describes a proposed procedure and process for implementation of TCVN and LFRD for slope stability analysis applications, including evaluation of overall stability of earth retaining structures. Two important material parameters in the calculation include shear strength parameters and the strength of the reinforced material. The results of the comparison of the stable score between the calculation according to TCVN and AASHTO - LRFD based on two methods of limit equilibrium method (LEM) and finite element method (FEM) will help the slope stability problem achieve a high level of reliability and slope stability of the project to put into use and operation
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
Slope stability is of great importance in the field of geotechnical engineering. The assessment of s...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
Abstract. Based on finite element limit equilibrium method, taking a core embankment dam constructio...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
Soil slope, a soil body with slant slope is a structure in civil engineering construction. If the sh...
A new approach is proposed which uses concepts of both the limit equilibrium method (LEM) and finite...
Major development is seen in geotechnical aspect of slope stability analyses over the past few decad...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
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...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
Slope stability is of great importance in the field of geotechnical engineering. The assessment of s...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
Abstract. Based on finite element limit equilibrium method, taking a core embankment dam constructio...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
Soil slope, a soil body with slant slope is a structure in civil engineering construction. If the sh...
A new approach is proposed which uses concepts of both the limit equilibrium method (LEM) and finite...
Major development is seen in geotechnical aspect of slope stability analyses over the past few decad...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...
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...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
Slope stability is of great importance in the field of geotechnical engineering. The assessment of s...
Stability charts for soil slopes, first produced in the first half of the twentieth century, continu...