The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope

Table 6

Results from linear Mohr-Coulomb analysis.

Friction angle [°]	35	36	37	38	39	40	41	42
Failure load [kPa]	37	46	57	71	89.0	111	141	174