QSB2d

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QSB2d: bearing capacity and settlements of shallow foundations

Bearing capacity (both static and seismic conditions) :
Terzaghi;
Meyerhof;
Vesic;
Brinch Hansen;
Modified Brinch Hansen;
Froelich.
Sliding resistance (both static and seismic conditions).
Immediate, consolidation and secondary settlements (both rigid and flexible foundations, both static and seismic conditions) :
Theory of elasticity;
Schmertmann;
Lee et al.;
Salgado;
By consolidation test .
Modulus of subgrade reaction (both rigid and flexible foundations):
Vesic.
Heave in expansive soils:
Johnson & Snethen;
O'Neil & Ghazzaly.