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Earth pressures (by deterministic, probabilistic and fuzzy method approaches) - Spinta delle terre (con approccio deterministico, probabilistico e con metodo fuzzy):
Rankine;
Muller-Breslau
Mononobe & Okabe
Caquot-Kerisel
Trial wedge
Internal stability (both seismic and static condition):
Forward sliding
Overturning
Bearing capacity (both shallow foundation and pile group)
Foundation settlements
Piping
Reinforcement pull-out analysis
Global stability:
simpl.Bishop
Wall improvements – opere:
Pile group
Tieback