表-2.7 動的変形試験結果一覧表
Test conditions Dr=60%
p'=39.2 kN/m2*1
Dr=75%
p'=24.5 kN/m2
Dr=75%
p'=39.2 kN/m2
Dr=75%
p'=53.9 kN/m2
Dr=75%
p'=68.6 kN/m2
Initial state Dry density
ρd ini (g/cm3)
1.538 1.588 1.590 1.592 1.587
Relative density
Dr ini (%)
60.0 75.0 75.6 76.2 74.7
After
consolidation
Dry density
ρdc (g/cm3)
1.538 1.588 1.590 1.592 1.587
Relative density
Drc (%)
60.0 75.0 75.6 76.2 74.7
Confining pressure
σ'c (kN/m2)
39.2 24.5 39.2 53.9 68.6
Initial shear modulus
G0 (MN/m2)
46.5 50.1 51.9 57.2 65.2
*1:p' = mean effective stress