Civil Engineering Reference
In-Depth Information
σ
zz
=−
φp
e
(8.11)
σ
zz
=−
(
1
−
φ)p
e
(8.12)
σ
xz
=
0
(8.13)
where the summation is performed on the six Biot waves. If the excitation is created by
a normal unit stress field
τ
zz
applied on the frame, Equation (8.12) must be replaced by
σ
zz
=−
τ
zz
(
1
−
φ)p
+
(8.14)
At the upper face, the velocity components and the stress components related to
λ
j
b
j
can be written, the
x
dependence being discarded
σ
xz
=
M
1
,
1
λ
1
+
M
1
,
2
λ
2
+
M
1
,
3
λ
3
(8.15)
u
s
z
=
M
2
,
1
λ
1
+
M
2
,
2
λ
2
+
M
2
,
3
λ
3
(8.16)
u
z
=
M
3
,
1
λ
1
+
M
3
,
2
λ
2
+
M
3
,
3
λ
3
(8.17)
σ
zz
=
M
4
,
1
λ
1
+
M
4
,
2
λ
2
+
M
4
,
3
λ
3
(8.18)
σ
zz
=
M
5
,
1
λ
1
+
M
5
,
2
λ
2
+
M
5
,
3
λ
3
(8.19)
u
s
x
=
M
6
,
1
λ
1
+
M
6
,
2
λ
2
+
M
6
,
3
λ
3
(8.20)
The coefficients
M
i,j
are given in Appendix 8.A. For the case of the impinging plane
wave (Figure 8.1a), the coefficients
λ
j
related to the unit total pressure field
p
with
p
e
1 can be obtained from Equations (8.11) - (8.13). Inserting these values in Equation
(8.10) gives the velocity
υ
z
, the surface impedance
Z
s
(ξ/k
0
)
=
p
e
/v
z
, and the reflection
=
coefficient
V(ξ/k
0
)
Z
s
(ξ/k
0
)
−
Z
0
/
cos
θ
V(ξ/k
0
)
=
(8.21)
Z
s
(ξ/k
0
)
+
Z
0
/
cos
θ
(ξ/k
0
)
2
)
1
/
2
.The
where
Z
0
is the characteristic impedance of the free air and cos
θ
=
(
1
−
normal total velocity components
U
z
=
u
s
z
, U
z
=
u
z
, and the reflection coefficient
can be obtained with the parameters
T
ij
given by
M
1
,j
M
1
,
3
M
i
+
1
,
3
T
ij
=
M
i
+
1
,j
−
(8.22)
i
=
1
,...,
5
,j
=
1
,
2
Using Equations (8.13) and (8.15), Equations (8.18) - (8.19) can be rewritten
σ
zz
=
T
31
λ
1
+
T
32
λ
2
(8.23)
σ
zz
=
T
41
λ
1
+
T
42
λ
2
(8.24)
From Equations (8.11) - (8.12) the ratio
λ
2
/λ
1
is given by
λ
2
λ
1
=
s
1
=−
φT
41
−
(
1
−
φ)T
31
(8.25)
φT
42
−
(
1
−
φ)T
32