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

Figure 9

Variation of N_ce with c_u/(γB) for λ = 0 and H/B = 1: (a) β = 15°; (b) β = 45°; (c) β = 60°; (d) β = 75°.

(a)

(b)

(c)

(d)