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

<div>Plots of power dissipations for β = 45°, λ = 1, cu/(γB) = 2.5 and H/B = 2: (a) kh = 0; (b) kh = 0.1; (c) kh = 0.2. (d) kh = 0.3; (e) kh = 0.35.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 