1000
0.6217
y = 9.9406x
2
R = 0.87
0.8075
y = 1.7019x
100
2
R = 0.96
50% Crushed (e = 0.190)
50% Crushed-3rd (e = 0.115)
10
1000
100
Bulk Stress, θ (kPa)
c. 50% crushed aggregates.
1000
y = 5.2811x0.6753
R2 = 0.98
100
25% Crushed (e = 0.158)
10
1000
100
Bulk Stress, θ (kPa)
d. 25% crushed aggregates.
1000
y = 8.4134x0.6769
R2 = 0.92
y = 9.2203x0.5814
R2 = 0.99
100
0% Crushed (e = 0.137)
0% Crushed - 2nd (e = 0.129)
10
1000
100
Bulk Stress, θ (kPa)
e. 0% crushed aggregates.
Figure 14. Resilient modulus as a function of bulk stress.
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