Application of Linear Viscoelastic Properties in Semianalytical Finite Element Method with Recursive Time Integration to Analyze Asphalt Pavement Structure

Table 8

The maximum surface deflections due to different axle loads after loading cycles of 1 × 10⁶.

Axle load (kg)	10,000	12,500	15,000	17,500	20,000
Maximum deflection (mm)	−3.38	−3.73	−4.12	−4.45	−4.84