Earth pressures (by deterministic, probabilistic and fuzzy method approaches):
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
Global stability:
simpl.Bishop
Wall improvements:
Pile group
Tieback
