Research Article

Multiple Reflective Cracks in Semirigid Base Asphalt Pavement under Traffic Load Using XFEM

Table 1

Properties of layers.

LayerMaterialYoung’s modulus (MPa)Poisson’s ratioThickness (cm)

Asphalt concrete upper layerSBS-AC13-0.354
Asphalt concrete middle layerSBS-AC20-0.356
Asphalt concrete bottom layerA70-AC25-0.358
Semirigid baseCement-stabilized macadam15000.2530
SubbaseCement-stabilized gravel13000.330
SubgradeCompacted soil2500.35-