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Advances in Civil Engineering
/
2021
/
Article
/
Tab 10
/
Research Article
Study on Cracking Resistance of Basalt Fiber-Reinforced Microbond Asphalt Macadam
Table 10
Semicircular bending test results of microbond asphalt macadam with different fiber contents.
Fiber content (%)
(
j
)
(
j
/m
2
)
FI
0
7.75, 7.48, 7.89
4,428.57, 4,274.29, 4,508.57
1.145, 1.152, 1.149
38.68, 37.10, 39.24
0.2
8.93, 9.22, 9.37
5,102.86, 5,268.57, 5,354.28
1.022, 1.016, 1.014
49.93, 51.85, 52.80
0.4
10.35, 10.13, 10.55
5,914.29, 5,788.57, 6,028.57
0.938, 0.943, 0.936
63.05, 61.39, 64.40
0.6
9.59, 9.63, 9.55
5,480.00, 5,502.86, 5,457.14
0.977, 0.975, 0.981
56.09, 56.44, 55.63