Field Measurement of Dynamic Compressive Stress Response of Pavement-Subgrade Induced by Moving Heavy-Duty Trucks

Figure 13

Dynamic pressure time history and spectrum curves when the depth is (a) 0.19 m, (b) 0.62 m, (c) 1.42 m, (d) 2.12 m, and (e) 3.12 m.

(a)

(b)

(c)

(d)

(e)