Research Article
Fracture Performance of a Large-Stone Asphalt Mixture Based on a Monotonic Tensile Overlay Test
Figure 3
Load-displacement curves of LSAM with monotonic OT corresponding to the (a) loading rate, (b) asphalt aggregate ratio, (c) temperature, and (d) degree of aging.
(a) |
(b) |
(c) |
(d) |