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

<div>Finite element mesh showing boundary conditions for numerical limit analysis (<i>c</i><sub>u</sub>/(<i>γB</i>) = 5, <i>λ</i> = 1, <i>H/B</i> = 2, <i>β</i> = 45°, and <i>k</i><sub>h</sub> = 0.1).</div>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 