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Foundation Engineering
Boussinesq's Formula
The vertical ...
Question
The vertical stress at depth, z directly below the point load P is (k is a constant)
A
k
P
z
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B
k
P
z
3
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C
k
P
z
2
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D
k
P
√
z
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Solution
The correct option is
C
k
P
z
2
As per Boussinesq Equation
σ
z
=
3
2
π
.
P
z
2
⎡
⎢ ⎢ ⎢
⎣
1
1
+
(
r
z
)
2
⎤
⎥ ⎥ ⎥
⎦
5
/
2
=
K
.
P
z
2
where, K = Boussinesq's influence factor
σ
z
=
3
2
π
⎡
⎢ ⎢ ⎢
⎣
1
1
+
(
r
z
)
2
⎤
⎥ ⎥ ⎥
⎦
5
/
2
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