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QSB2d: bearing capacity and settlements of shallow foundations
Bearing capacity (both static and seismic conditions) :
Modified Brinch Hansen;
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;
Lee et al.;
By consolidation test .
Modulus of subgrade reaction (both rigid and flexible foundations):
Heave in expansive soils:
Johnson & Snethen;
O'Neil & Ghazzaly.
|Category||Engineering Geology , Foundation Design / Construction , Shallow Foundations , Settlements|
|Operating Systems||Windows 7, Windows 8, Windows 10|
|Release Date||2020-10-02 00:00:00|
|Developer Email||[email protected]|