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

Figure 15

Plots of power dissipations for β = 45°, λ = 1, c_u/(γB) = 5 and k_h = 0.1: (a) H/B = 1; (b) H/B = 2; (c) H/B = 4.

(a)

(b)

(c)