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

Table 1

Displacement at point A.

Integral interval	0–10	0–20	0–30	0–40	0–50	0–1000
Displacement/mm	0.844091	0.852095	0.85396	0.852095	0.852095	0.852479