This is embankment of reservoirs for irrigation. I agree with you that it is a very important shape of particles. How would you put granulation of stone material for the embankment fi = 42 and c = 0, and taking into account the shape of the particle course. I must say to investor exact...
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...
I got a task that I must modelate the embankment of the lake which is used for irrigation. The embankment is from stone material because at this location there is no clay. That's why I have to put the geomembrane. I can not choose how it will be carried mound but I was told to just modeled it in...
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...
