Soils have an ultimate bearing capacity (qu) which estimates the pressure they can take from a foundation before they fail (typically in some form of shear failure). However, foundation design is normally governed by allowable bearing capacities (qa) which are based on the need to limit the settlement of the soil.
Clay Soils
In cohesive soils such as
qa = 2 × Cu (kN/m2)
Granular Soils
For
qa,dry = 10 × N (kN/m2)
qa,wet = qa,dry × 2/3 (kN/m2)
qa,wet = qa,dry × 2/3 (kN/m2)
※ What is the SPT N Value? Significance and Calculation Method
Chalk
Coming soon
Rock
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