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 slope angle <i>β</i> for <i>λ</i> = 0 and <i>c</i><sub>u</sub>/(<i>γB</i>) = 1.</div>

Advances in Civil Engineering

Figure 4: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 