A New Form of the General Solution of the Elastic Space Axisymmetric Problem in Pavement Mechanics

Table 2

Stress at point A.

Integral interval	0–10	0–20	0–30	0–40	0–50	0–1000
Stress/MPa	−1.39	−1.83	−1.86	−1.74	−1.69	−1.69