•\-2.8(2)@“®“I•ÏŒ`ŽŽŒ±Œ‹‰Ê
Dr = 75%,  p = 24.5 kN/m2
ƒÐc' = 24.5 kN/m2  G0*3 = 50.1 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 3.78E-06 50.1 1.2 1.00
2 7.76E-06 49.0 0.4 0.98
3 1.62E-05 47.0 1.1 0.94
4 3.62E-05 42.5 3.8 0.85
5 8.60E-05 36.2 7.0 0.72
6 1.86E-04 30.3 9.8 0.61
7 4.77E-04 19.2 16.2 0.38
8 7.47E-03 1.6 31.0 0.03
NoteF *1FƒÁ = ƒÃa(SA)E(1+v)  *2FGeq = Eeq/(2(1+v)), v = 0.5  *3FG0 = Gmax