Civil Engineering Reference
In-Depth Information
mode related to the shear wave 3
λ/
4 resonance. The compressional wave
λ
/4 resonance
will provide a more dominant contribution if the source height is increased, or if the
point source is replaced by a loudspeaker set at one or several meters above the porous
layer.
Appendix 8.A Coefficients
r
ij
and
M
i,j
The
coefficients
r
ij
expressed
with
E
=
α
1
α
2
(µ
1
−
µ
2
)
,
F
=
α
1
ξ(µ
1
−
µ
3
)
,
G
=
α
2
ξ(µ
2
−
µ
3
)
,
L
=
α
3
E
+
ξ(F
−
G)
,
H
ij
=
exp
(
−
jl(α
i
+
α
j
))
are given by:
G)
]
H
11
L
r
11
=
[
α
3
E
+
ξ(F
+
(8.A.1)
r
12
=−
2
ξF
H
12
L
(8.A.2)
r
13
=−
2
ξE
H
13
L
(8.A.3)
2
ξG
H
21
L
r
21
=
(8.A.4)
G)
]
H
22
L
r
22
=
[
α
3
E
−
ξ(F
+
(8.A.5)
r
23
=−
2
ξE
H
23
L
(8.A.6)
r
31
=−
2
α
3
G
H
31
L
(8.A.7)
r
32
=
2
α
3
F
H
32
L
(8.A.8)
G)
]
H
33
L
r
33
=
[
α
3
E
−
ξ(F
−
(8.A.9)
Rµ
j
)k
j
,B
j
The coefficients
M
i,j
expressed with
A
j
=
(j/ω)(Q
+
=
(j/ω)
[
(P
+
Qµ
j
)k
j
−
2
Nξ
2
]
,C
j
=
(jN/ω)(α
3
−
ξ
2
)
are given by:
(j/ω)
2
Nα
j
ξ
,and
H
=−
M
1
,
1
=
C
1
(
1
−
r
11
)
−
C
2
r
12
+
Hr
13
(8.A.10)
M
1
,
2
=−
C
1
r
21
+
C
2
(
1
−
r
22
)
+
Hr
23
(8.A.11)
M
1
,
3
=−
C
1
r
31
−
C
2
r
32
+
H(
1
+
r
33
)
(8.A.12)
M
2
,
1
=−
jα
1
(
1
−
r
11
)
+
jα
2
r
12
−
jξr
13
(8.A.13)
M
2
,
2
=−
jα
2
(
1
−
r
22
)
+
jα
1
r
21
−
jξr
23
(8.A.14)
M
2
,
3
=
jα
1
r
31
+
jα
2
r
32
−
jξ(
1
+
r
33
)
(8.A.15)
M
3
,
1
=−
jµ
1
α
1
(
1
−
r
11
)
+
jµ
2
α
2
r
12
−
jµ
3
ξr
13
(8.A.16)
M
3
,
2
=−
jµ
2
α
2
(
1
−
r
22
)
+
jµ
1
α
1
r
21
−
jµ
3
ξr
23
(8.A.17)
M
3
,
3
=
jµ
1
α
1
r
31
+
jµ
2
α
2
r
32
−
jµ
3
ξ(
1
+
r
33
)
(8.A.18)