Muri (not expiring license)

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.

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