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>ce</sub> with <i>k</i><sub><i>h</i></sub> for <i>λ</i> = 0 and <i>c</i><sub>u</sub>/(<i>γB</i>) = 5.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 