Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis

<div>Comparison of variation in <i>N</i><sub>c</sub> with <i>λ</i> for <i>β</i> = 30°.</div>

Advances in Civil Engineering

Figure 5: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 