Dear collegues,
should critical depth in 'infinite slope' analysis be the depth of the potential slip surface at which the factor of safety is minium or equal to 1?
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Hi to everybody,
I would like to share this nice experiment born for my pre-design necessities and then directed as freeware to the students of my basic course in geotechnics at the University of Palermo.
So often we sketch out the simple 'infinite slope' limit equilibrium model to pre-study a...