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

Figure 14

Plots of power dissipations for λ = 1, c_u/(γB) = 1and k_h = 0.1: (a) H/B = 1, β = 15°; (b) H/B = 1, β = 45°; (c) H/B = 1, β = 75°; (d) H/B = 2, β = 15°; (e) H/B = 2, β = 45°; (f) H/B = 2, β = 75°; (g) H/B = 4, β = 15°; (h) H/B = 4, β = 45°; (i) H/B = 4, β = 75°.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)