Figure 12. Influence of the friction angle φ on the bearing capacity (C = 29.68 kPa, D = 0.53 m, B = 0.86 m)

From

Predicting the Bearing Capacity of a Shallow Foundation Using Artificial Neural Networks with MATLAB: The Case of the Daraal Peulh Site (Senegal)

Hamed FALL, Déthié SARR, Lamine BAR, Abdou Aziz WELLE

American Journal of Civil Engineering and Architecture. 2026, 14(4), 176-188 doi:10.12691/ajcea-14-4-5