•\-2.8(3)@“®“I•ÏŒ`ŽŽŒ±Œ‹‰Ê
D
r
= 75%, p = 39.2 kN/m
2
ƒÐ
c
' = 39.2 kN/m
2
G
0
*3
= 51.9 MN/m
2
Step.
•ÐU•‚¹‚ñ’f‚Ђ¸‚Ý
ƒÁ
(SA)
*1
“™‰¿‚¹‚ñ’f„«—¦
G
eq
(MN/m
2
)
*2
—š—ðŒ¸Š—¦
h (%)
G
eq
/G
0
1
3.60E-06
51.8
0.7
1.00
2
7.29E-06
51.9
1.0
1
3
1.53E-05
49.9
1.1
0.96
4
3.18E-05
48.0
1.5
0.92
5
7.08E-05
44.0
2.9
0.85
6
1.43E-04
39.4
4.5
0.76
7
2.60E-04
34.7
6.7
0.67
8
5.12E-04
26.7
11.6
0.51
9
4.34E-03
4.2
29.5
0.08
NoteF
*1
FƒÁ = ƒÃ
a(SA)
E(1+v)
*2
FG
eq
= E
eq
/(2(1+v)), v = 0.5
*3
FG
0
= G
max