Research Article
Pseudodynamic Bearing Capacity Analysis of Shallow Strip Footing Using the Advanced Optimization Technique “Hybrid Symbiosis Organisms Search Algorithm” with Numerical Validation
Figure 10
The comparison of pseudodynamic bearing capacity coefficient obtained from present analysis with previous seismic analyses with respect to different seismic accelerations (kh = 0.1, 0.2, and 0.3) for Φ = 30°.