Fundamental Properties of Asphalts and Modified Asphalts, III
Fundamental Properties of Asphalts and Modified Asphalts, III
Fundamental Properties of Asphalts and Modified Asphalts, III
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Log G* at 10 rad/s<br />
8<br />
7<br />
6<br />
5<br />
25°C<br />
y = 7.349x + 5.626<br />
R 2 = 0.923<br />
19<br />
y = 3.440x + 5.645<br />
R 2 = 0.962<br />
y = 4.145x + 6.050<br />
R 2 = 0.924<br />
y = 2.202x + 6.205<br />
R 2 = 0.946<br />
AAB-1<br />
AAC-1<br />
AAD-1<br />
AAM-1<br />
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35<br />
Carbonyl Content, au<br />
Figure 2-2.2.3. Change in Log G* measured at 25°C as a function <strong>of</strong> carbonyl content<br />
for SHRP asphalts.<br />
Log G* at 10 rad/s<br />
6<br />
5<br />
4<br />
3<br />
2<br />
60°C<br />
y = 10.758x + 3.214<br />
R 2 = 0.974<br />
y = 7.081x + 3.459<br />
R 2 = 0.970<br />
y = 4.430x + 3.593<br />
R 2 = 0.972<br />
y = 4.945x + 2.823<br />
R 2 = 0.958<br />
AAB-1<br />
AAC-1<br />
AAD-1<br />
AAM-1<br />
0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35<br />
Carbonyl Content, au<br />
Figure 2-2.2.4. Change in Log G* measured at 60°C as a function <strong>of</strong> carbonyl content<br />
for SHRP asphalts.
Change language