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

Table 3

Stress at point B.

Integral interval	0–10	0–20	0–30	0–40	0–50	0–1000
Stress/MPa	−0.008	0.007	0.009	−0.002	−0.001	−0.001