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N
cV
for Shallow Foundations
Help?
Input
Foundation Shape
Circular
Strip
Foundation Properties
{{bdLabel}}
m
d
m
α
base
(0–1)
–
α
side
(0–1)
–
Soil Properties
s
um
kPa
k
su
kPa/m
Submit
Reset
Help
Derived Input
d/
{{bdLabel}}
(0–1)
–
A
m²
ϰ
su
= k
{{bdLabel}}
/s
um
(0–200)
–
s
u0
= k
su
d
–
Output
N
cV
= v
ult
/s
u0
–
v
ult
kPa
V
ult
= v
ult
A
kN
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