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Advances in Civil Engineering
/
2020
/
Article
/
Fig 8
/
Research Article
Importance of Distribution Type on Bearing Capacity of an Embedded Foundation in Spatially Varying Soils
Figure 8
The CDFs of the differential bearing capacity factor Δ
N
c
for
M
= 12: (a)
l
h
= 60 m; (b)
l
h
= 6 m.
(a)
(b)
