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Advances in Civil Engineering
/
2019
/
Article
/
Fig 12
/
Research Article
Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis
Figure 12
Variation of
N
ce
with
k
h
for
λ
= 0 and
H/B
= 1: (a)
β
= 15°; (b)
β
= 45°–75°.
(a)
(b)