Civil Engineering Reference
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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 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)
j )k j ,B j
The coefficients M i,j expressed with A j
=
(j/ω)(Q
+
=
(j/ω) [ (P
+
j )k j 2 2 ] ,C j =
(jN/ω)(α 3
ξ 2 ) are given by:
(j/ω) 2 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 =−
1 ( 1
r 11 )
+
2 r 12
jξr 13
(8.A.13)
M 2 , 2
=−
2 ( 1
r 22 )
+
1 r 21
jξr 23
(8.A.14)
M 2 , 3
=
1 r 31
+
2 r 32
jξ( 1
+
r 33 )
(8.A.15)
M 3 , 1
=−
1 α 1 ( 1
r 11 )
+
2 α 2 r 12
3 ξr 13
(8.A.16)
M 3 , 2
=−
2 α 2 ( 1
r 22 )
+
1 α 1 r 21
3 ξr 23
(8.A.17)
M 3 , 3 = 1 α 1 r 31 + 2 α 2 r 32 3 ξ( 1 + r 33 )
(8.A.18)
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