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Correlation friction angle/grain size for stone material for embankments
Hello, I have a embankment of stone material whis is stabile with friction angle fi=42 and cohesion c=0. Are there any connections/correlations between the friction angle and cohesion of my stone material and grain size of the stone of the materials. Does exists dependence of grain size due to...- Davor30
- Thread
- Replies: 10
- Forum: Slope stability engineering
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Geomembrane in Geostudio Slope-W
Hi, I have embankment(accumulation lakes) of stone material. We will put the geomembrane on the slope of the embankment due to water permeability. The slope of the embankment, in reality, should be kept dry because if you do not modelate geomembrane slope is wet and get a different safety...- Davor30
- Thread
- Replies: 3
- Forum: Slope stability engineering
