•\-2.8(3)@“®“I•ÏŒ`ŽŽŒ±Œ‹‰Ê
Dr = 75%,  p = 39.2 kN/m2
ƒÐc' = 39.2 kN/m2  G0*3 = 51.9 MN/m2
Step. •ÐU•‚¹‚ñ’f‚Ђ¸‚Ý
ƒÁ(SA)*1
“™‰¿‚¹‚ñ’f„«—¦
Geq (MN/m2)*2
—š—ðŒ¸Š—¦
h (%)
Geq/G0
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*1FƒÁ = ƒÃa(SA)E(1+v)  *2FGeq = Eeq/(2(1+v)), v = 0.5  *3FG0 = Gmax