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PLAXISSoftware
The article discusses various methods for calculating the coefficient of slope stability on three options of soil slopes. The results of the calculations in the software systems PLAXIS and FSS-PSU are provided. The conclusion is made concerning the discrepancy of the obtained results
A number of powerful numerical models, including limit equilibrium and finite element (FE) methods, ...
Article 12026Main causes of slope failures in soils are: geological activities (earthquakes), hydrol...
Factor of safety is defined as the ratio of total resisting forces to total driving forces along a c...
The stability of soil slopes and the determination of safety factors have always been the subject of...
This thesis deals with slope stability evolutions carried out by commonly used limit equilibrium (LE...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
The content of large soil fractions in soils complicates the experimental part of the research, but,...
The relevance of the work is caused by the need to analyze the existing methods for calculating the ...
A comparative analysis of the results of the pit slope stability rating carried out under normative ...
Analysis of slope stability is very important as many structures in hilly areas failed due to instab...
Analysis of slope stability is very important as many structures in hilly areas failed due to instab...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
The stability analysis of uniform clay and sand slope is carried out using traditional limit equilib...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
A number of powerful numerical models, including limit equilibrium and finite element (FE) methods, ...
Article 12026Main causes of slope failures in soils are: geological activities (earthquakes), hydrol...
Factor of safety is defined as the ratio of total resisting forces to total driving forces along a c...
The stability of soil slopes and the determination of safety factors have always been the subject of...
This thesis deals with slope stability evolutions carried out by commonly used limit equilibrium (LE...
Slope stability studies are conducted to provide an economical and safe design of embankment, landfi...
The content of large soil fractions in soils complicates the experimental part of the research, but,...
The relevance of the work is caused by the need to analyze the existing methods for calculating the ...
A comparative analysis of the results of the pit slope stability rating carried out under normative ...
Analysis of slope stability is very important as many structures in hilly areas failed due to instab...
Analysis of slope stability is very important as many structures in hilly areas failed due to instab...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
The stability analysis of uniform clay and sand slope is carried out using traditional limit equilib...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Slope stability is a topic of great importance within the scope of civil engineering, this study inv...
A number of powerful numerical models, including limit equilibrium and finite element (FE) methods, ...
Article 12026Main causes of slope failures in soils are: geological activities (earthquakes), hydrol...
Factor of safety is defined as the ratio of total resisting forces to total driving forces along a c...
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