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

<div>Plots of power dissipations for H/B = 2, β = 45° and kh = 0.1: (a) λ = 0, cu/(γB) = 1; (b) λ = 1, cu/(γB) = 1; (c) λ = 4, cu/(γB) = 1; (d) λ = 0, cu/(γB) = 7.5; (e) λ = 1, cu/(γB) = 7.5; (f) λ = 4, cu/(γB) = 7.5.</div>

Advances in Civil Engineering

fig13

Figure 13

Figure 13: Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis 