Bearing Resistance for Undrained Soil Conditions

Bearing resistance for undrained soil conditions according to EN 1997-1, Annex D, Eq. (D.1)

\frac{R}{A'} = (π 2) \cdot c_{uk} \cdot b_{c} \cdot s_{c} \cdot i_{c} q

A'	Effective base area B' ⋅ L'
c_uk	Total cohesion of the undrained soil
b_c	Factor for the inclination of the base area
s_c	Shape factors of the foundation base
i_c	Inclination factor of the load
q	Overburden or surcharge pressure at the level of the foundation base

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